| {"pdf_file": "BASICS OF CONCRETE SCIENCE - What is Civil Engineering_ ( PDFDrive ).pdf", "page_num": 40, "prompt": "Analyze this page with diagrams, tables, formulas, calculations, and explanations.", "response": "[NATIVE TEXT]\nCHAPTER 2\nCONCRETE MIXTURES\nL. Dvorkin and O.Dvorkin\n\n[TABLES]\n[[{\"0\": \"CHAPTER 2\"}, {\"0\": \"CONCRETE MIXTURES\"}, {\"0\": \"L. Dvorkin and O.Dvorkin\"}]]", "page_type": "mixed", "image": "BASICS OF CONCRETE SCIENCE - What is_595f6bc2_p0040.png"} |
| {"pdf_file": "BASICS OF CONCRETE SCIENCE - What is Civil Engineering_ ( PDFDrive ).pdf", "page_num": 70, "prompt": "Analyze this page with diagrams, tables, formulas, calculations, and explanations.", "response": "[NATIVE TEXT]\nCHAPTER 4\nCONCRETE STRENGTH\nL. Dvorkin and O.Dvorkin\n\n[TABLES]\n[[{\"0\": \"CHAPTER 4\"}, {\"0\": \"CONCRETE STRENGTH\"}, {\"0\": \"L. Dvorkin and O.Dvorkin\"}]]", "page_type": "mixed", "image": "BASICS OF CONCRETE SCIENCE - What is_595f6bc2_p0070.png"} |
| {"pdf_file": "BASICS OF CONCRETE SCIENCE - What is Civil Engineering_ ( PDFDrive ).pdf", "page_num": 87, "prompt": "Analyze this page with diagrams, tables, formulas, calculations, and explanations.", "response": "[NATIVE TEXT]\nCHAPTER 5\nDEFORMATIONS OF \nCONCRETE\nL. Dvorkin and O.Dvorkin\n\n[TABLES]\n[[{\"0\": \"CHAPTER 5\"}, {\"0\": \"DEFORMATIONS OF\"}, {\"0\": \"CONCRETE\"}, {\"0\": \"L. Dvorkin and O.Dvorkin\"}]]", "page_type": "mixed", "image": "BASICS OF CONCRETE SCIENCE - What is_595f6bc2_p0087.png"} |
| {"pdf_file": "BASICS OF CONCRETE SCIENCE - What is Civil Engineering_ ( PDFDrive ).pdf", "page_num": 136, "prompt": "Analyze this page with diagrams, tables, formulas, calculations, and explanations.", "response": "[NATIVE TEXT]\n136\nValue of coefficient A for concrete made \nwith the use of \nKind of \naggregates \nContents of harmful \nsubstances (clay, silt, soft \nparticles) in crushed stone \n(gravel) and sand, % \nCrushed \nstone \nGravel \nmountain \nGravel river \nand marine \nCrushed stone \n(gravel) \n0 \nSand \n0 \n0.64 \n0.6 \n0.57 \nCrushed stone \n(gravel) \n0 \nSand \n3 \n0.61 \n0.56 \n0.53 \nCrushed stone \n(gravel) \n1 \nSand \n3 \n0.58 \n0.53 \n0.5 \nCrushed stone \n(gravel) \n2 \nSand \n3 \n0.55 \n0.5 \n0.47 \nCrushed stone \n(gravel) \n2 \nSand \n5 \n0.52 \n0.47 \n0.44 \nTable 7.1\nRecommended values of coefficient A (from V.Sizov)\n\n[TABLES]\n[[{\"0\": \"Kind of aggregates\", \"1\": \"Contents of harmful substances (clay, silt, soft particles) in crushed stone (gravel) and sand, %\", \"2\": \"Value of coefficient A for concrete made with the use of\", \"3\": \"\", \"4\": \"\"}, {\"0\": \"\", \"1\": \"\", \"2\": \"Crushed\", \"3\": \"Gravel\", \"4\": \"Gravel river\"}, {\"0\": \"Crushed stone (gravel) Sand\", \"1\": \"0 0\", \"2\": \"stone 0.64\", \"3\": \"mountain 0.6\", \"4\": \"and marine 0.57\"}, {\"0\": \"Crushed stone (gravel) Sand\", \"1\": \"0 3\", \"2\": \"0.61\", \"3\": \"0.56\", \"4\": \"0.53\"}, {\"0\": \"Crushed stone (gravel) Sand Crushed stone\", \"1\": \"1 3\", \"2\": \"0.58\", \"3\": \"0.53\", \"4\": \"0.5\"}, {\"0\": \"(gravel) Sand Crushed stone\", \"1\": \"2 3 2\", \"2\": \"0.55\", \"3\": \"0.5\", \"4\": \"0.47\"}, {\"0\": \"(gravel) Sand\", \"1\": \"5\", \"2\": \"0.52\", \"3\": \"0.47\", \"4\": \"0.44\"}], [{\"\": \"\", \"None\": \"\"}, {\"\": \"\", \"None\": \"\"}, {\"\": \"\", \"None\": \"\"}, {\"\": \"\", \"None\": \"\"}, {\"\": \"\", \"None\": \"\"}, {\"\": \"\", \"None\": \"\"}, {\"\": \"\", \"None\": \"\"}, {\"\": \"\", \"None\": \"\"}, {\"\": \"\", \"None\": \"\"}, {\"\": \"\", \"None\": \"\"}, {\"\": \"\", \"None\": \"\"}, {\"\": \"\", \"None\": \"\"}, {\"\": \"\", \"None\": \"\"}, {\"\": \"\", \"None\": \"\"}, {\"\": \"\", \"None\": \"\"}, {\"\": \"\", \"None\": \"\"}, {\"\": \"\", \"None\": \"\"}, {\"\": \"\", \"None\": \"\"}, {\"\": \"\", \"None\": \"\"}, {\"\": \"\", \"None\": \"\"}, {\"\": \"\", \"None\": \"\"}, {\"\": \"\", \"None\": \"\"}]]", "page_type": "mixed", "image": "BASICS OF CONCRETE SCIENCE - What is_595f6bc2_p0136.png"} |
| {"pdf_file": "BASICS OF CONCRETE SCIENCE - What is Civil Engineering_ ( PDFDrive ).pdf", "page_num": 137, "prompt": "Analyze this page with diagrams, tables, formulas, calculations, and explanations.", "response": "[NATIVE TEXT]\n137\nAdditional possibilities for expansion of range of the decided tasks of \ndesigning concrete mixtures are possible at the use of the βmodified cement-\nwater ratio (C/W)modβ:\n(7.5)\n \n \n \n,\nV\nW\nD\nΠ\nC\n)\nW\n/\nC\n(\nair\ne.c\nmod\n+\n+\n=\nWhere Πc.e - coefficient of \"cementing efficiency\" of mineral admixtures, that \nis content of cement in kg, commutable by 1 kg of mineral admixture: D -\ncontent of mineral admixture, kg/m3; C and W β accordingly contents of \ncement and water, kg/m3; Vair - volume of the entrained air, liters per m3.\nIn this case, formula (7.3) can be presented as follows:\n(7.6)\n \n \n \n.\n5.\n0\nV\nW\nD\nΠ\nC\npAR\nR\nair\ne.c\nc\ncmp\nο£·ο£·\nο£Έ\nο£Ά\n\nο£\n\nβ\n+\n+\n=\nWhere Rc β strength of cement at 28 days, MPa; Rcmp β compressive \nstrength of concrete at 28 days, MPa.\n\n[TABLES]\n[[{\"0\": \"water ratio (C/W)modβ:\", \"1\": \"\", \"2\": \"\", \"3\": \"\", \"4\": \"\", \"5\": \"\", \"6\": \"\", \"7\": \"\", \"8\": \"\", \"9\": \"\"}, {\"0\": \"\", \"1\": \"\", \"2\": \"\", \"3\": \"C\", \"4\": \"+\", \"5\": \"Π\", \"6\": \"e.c\", \"7\": \"D\", \"8\": \"\", \"9\": \"\"}, {\"0\": \")W/C(\", \"1\": \"mod\", \"2\": \"=\", \"3\": \"\", \"4\": \"\", \"5\": \"\", \"6\": \"\", \"7\": \"\", \"8\": \",\", \"9\": \"(7.5)\"}, {\"0\": \"\", \"1\": \"\", \"2\": \"\", \"3\": \"W\", \"4\": \"\", \"5\": \"+\", \"6\": \"Vair\", \"7\": \"\", \"8\": \"\", \"9\": \"\"}, {\"0\": \"\", \"1\": \"Where Πc.e - coefficient of \\\"cementing efficiency\\\" of mineral admixtures, that\", \"2\": \"\", \"3\": \"\", \"4\": \"\", \"5\": \"\", \"6\": \"\", \"7\": \"\", \"8\": \"\", \"9\": \"\"}, {\"0\": \"\", \"1\": \"is content of cement in kg, commutable by 1 kg of mineral admixture: D -\", \"2\": \"\", \"3\": \"\", \"4\": \"\", \"5\": \"\", \"6\": \"\", \"7\": \"\", \"8\": \"\", \"9\": \"\"}, {\"0\": \"\", \"1\": \"content of mineral admixture, kg/m3; C and W β accordingly contents of\", \"2\": \"\", \"3\": \"\", \"4\": \"\", \"5\": \"\", \"6\": \"\", \"7\": \"\", \"8\": \"\", \"9\": \"\"}, {\"0\": \"\", \"1\": \"cement and water, kg/m3; Vair - volume of the entrained air, liters per m3.\", \"2\": \"\", \"3\": \"\", \"4\": \"\", \"5\": \"\", \"6\": \"\", \"7\": \"\", \"8\": \"\", \"9\": \"\"}, {\"0\": \"\", \"1\": \"In this case, formula (7.3) can be presented as follows:\", \"2\": \"\", \"3\": \"\", \"4\": \"\", \"5\": \"\", \"6\": \"\", \"7\": \"\", \"8\": \"\", \"9\": \"\"}]]", "page_type": "mixed", "image": "BASICS OF CONCRETE SCIENCE - What is_595f6bc2_p0137.png"} |
| {"pdf_file": "BASICS OF CONCRETE SCIENCE - What is Civil Engineering_ ( PDFDrive ).pdf", "page_num": 145, "prompt": "Analyze this page with diagrams, tables, formulas, calculations, and explanations.", "response": "[NATIVE TEXT]\nCHAPTER 8\nTYPES OF CONCRETE\nL. Dvorkin and O.Dvorkin\n\n[TABLES]\n[[{\"0\": \"CHAPTER 8\"}, {\"0\": \"TYPES OF CONCRETE\"}, {\"0\": \"L. Dvorkin and O.Dvorkin\"}]]", "page_type": "mixed", "image": "BASICS OF CONCRETE SCIENCE - What is_595f6bc2_p0145.png"} |
| {"pdf_file": "BASICS OF CONCRETE SCIENCE - What is Civil Engineering_ ( PDFDrive ).pdf", "page_num": 146, "prompt": "Analyze this page with diagrams, tables, formulas, calculations, and explanations.", "response": "[NATIVE TEXT]\n146\n8.1 Fine-grained concrete\nAlong with ordinary coarse aggregate concrete, in construction are also used \ntypes of concrete which differ from their structural peculiarities, composition \nand properties.\nThere are considered fine-grained concrete, high-strength concrete, concrete, \nmodified by polymer admixtures and fiber reinforced concrete, concrete for \nspecial purposes β hydrotechnical, high-strength, heat-resistant, facing and \nconcrete for nuclear radiation protection in the given chapter.\nMaximum coarseness of the aggregate in fine-grained concrete is 10 mm. \nSand concrete that does not contain coarse aggregate is prevalent type of the \nconcrete.\nY. Bagenov suggested dependence of sand concrete strength as empirical \nformula:\n(8.1)\n \n \n \n,\n8.0\nV\nW\nΠ‘\nAR\nR\na\nΡ\nο£·ο£·\nο£Έ\nο£Ά\n\nο£\n\nβ\n+\n=\nWhere A is a coefficient: for high quality materials A=0.8, medium quality \nβ 0.75 and low quality β 0.65; Va is volume of entrained air; C, W β\ncontents of cement and water, kg/m3; Rc βstrength of cement, MPa.\n\n[TABLES]\n[[{\"0\": \"Along with ordinary coarse aggregate concrete, in construction are also used\", \"1\": \"\"}, {\"0\": \"types of concrete which differ from their structural peculiarities, composition\", \"1\": \"\"}, {\"0\": \"and properties.\", \"1\": \"\"}, {\"0\": \"\", \"1\": \"There are considered fine-grained concrete, high-strength concrete, concrete,\"}, {\"0\": \"\", \"1\": \"modified by polymer admixtures and fiber reinforced concrete, concrete for\"}, {\"0\": \"special purposes βhydrotechnical, high-strength, heat-resistant,\", \"1\": \"facing and\"}, {\"0\": \"concrete for nuclear radiation protection in the given chapter.\", \"1\": \"\"}, {\"0\": \"8.1 Fine-grained concrete\", \"1\": \"\"}, {\"0\": \"Maximum coarseness of the aggregate in fine-grained concrete is 10 mm.\", \"1\": \"\"}, {\"0\": \"Sand concrete that does not contain coarse aggregate is prevalent type of the\", \"1\": \"\"}, {\"0\": \"concrete.\", \"1\": \"\"}, {\"0\": \"Y. Bagenov suggested dependence of sand concrete strength as empirical\", \"1\": \"\"}, {\"0\": \"formula:\", \"1\": \"\"}, {\"0\": \"Π‘\", \"1\": \"\"}, {\"0\": \"ο£ο£«ο£·ο£Έο£ΆRAR,8.0 (8.1)=βΡ\", \"1\": \"\"}, {\"0\": \"WV+a\", \"1\": \"\"}, {\"0\": \"Where A is a coefficient: for high quality materials A=0.8, medium quality\", \"1\": \"\"}, {\"0\": \"is volume of entrained air; C, W ββ 0.75 and low quality β 0.65; Va\", \"1\": \"\"}, {\"0\": \"contents of cement and water, kg/m3; Rc βstrength of cement, MPa.\", \"1\": \"146\"}]]", "page_type": "mixed", "image": "BASICS OF CONCRETE SCIENCE - What is_595f6bc2_p0146.png"} |
| {"pdf_file": "BASICS OF CONCRETE SCIENCE - What is Civil Engineering_ ( PDFDrive ).pdf", "page_num": 170, "prompt": "Analyze this page with diagrams, tables, formulas, calculations, and explanations.", "response": "[NATIVE TEXT]\nCHAPTER 9\nLIGHT-WEIGHT CONCRETE\nL. Dvorkin and O.Dvorkin\n\n[TABLES]\n[[{\"0\": \"CHAPTER 9\"}, {\"0\": \"LIGHT-WEIGHT CONCRETE\"}, {\"0\": \"L. Dvorkin and O.Dvorkin\"}]]", "page_type": "mixed", "image": "BASICS OF CONCRETE SCIENCE - What is_595f6bc2_p0170.png"} |
| {"pdf_file": "BS 6399-2.pdf", "page_num": 61, "prompt": "Analyze this page with diagrams, tables, formulas, calculations, and explanations.", "response": "[NATIVE TEXT]\nBS 6399-2:1997\n52\nΒ© BSI 31 July 2002\nSection 2\n2.5.9.1.2 Canopies should be able to resist the maximum (largest positive) and the minimum (largest \nnegative) net pressures, the latter depending on the degree of blockage under the canopy. The blockage \nratio \u0004 at any cross section is equal to the height of obstruction under the canopy divided by the smallest \nheight of the canopy at the location of the obstruction, both areas normal to the wind direction. The value \n\u0004 = 0 represents a canopy with no obstructions underneath. The value \u0004 = 1 represents the canopy fully \nblocked with contents to the downwind eaves. Values of Cp for intermediate blockages may be linearly \ninterpolated between these two extremes, and applied upwind of the position of maximum blockage only. \nDownwind of the position of maximum blockage the coefficients for \u0004 = 0 may be used.\nFigure 24 β Key for free-standing canopy roofs\nLicensed Copy: Sheffield University, University of Sheffield, 10 October 2002, Uncontrolled Copy, (c) BSI\nazmanco.com\nazmanco.com\n\n[TABLES]\n[[{\"0\": \"\", \"1\": \"\", \"2\": \"\", \"3\": \"\", \"4\": \"\", \"5\": \"\", \"6\": \"\", \"7\": \"\", \"8\": \"\", \"9\": \"\", \"10\": \"\", \"11\": \"\", \"12\": \"\"}, {\"0\": \"\", \"1\": \"\", \"2\": \"\", \"3\": \"\", \"4\": \"\", \"5\": \"\", \"6\": \"\", \"7\": \"\", \"8\": \"\", \"9\": \"\", \"10\": \"\", \"11\": \"\", \"12\": \"\"}, {\"0\": \"\", \"1\": \"\", \"2\": \"\", \"3\": \"\", \"4\": \"\", \"5\": \"\", \"6\": \"\", \"7\": \"\", \"8\": \"\", \"9\": \"\", \"10\": \"\", \"11\": \"\", \"12\": \"\"}, {\"0\": \"\", \"1\": \"\", \"2\": \"\", \"3\": \"\", \"4\": \"\", \"5\": \"\", \"6\": \"\", \"7\": \"\", \"8\": \"\", \"9\": \"\", \"10\": \"\", \"11\": \"\", \"12\": \"\"}, {\"0\": \"\", \"1\": \"\", \"2\": \"\", \"3\": \"\", \"4\": \"\", \"5\": \"\", \"6\": \"\", \"7\": \"\", \"8\": \"\", \"9\": \"\", \"10\": \"\", \"11\": \"\", \"12\": \"\"}, {\"0\": \"\", \"1\": \"Figure 24 β Key for free-standing canopy roofs\", \"2\": \"\", \"3\": \"\", \"4\": \"\", \"5\": \"\", \"6\": \"\", \"7\": \"\", \"8\": \"\", \"9\": \"\", \"10\": \"\", \"11\": \"\", \"12\": \"\"}]]", "page_type": "mixed", "image": "BS 6399-2_5beaeb38_p0061.png"} |
| {"pdf_file": "BS 6399-3.pdf", "page_num": 4, "prompt": "Analyze this page with diagrams, tables, formulas, calculations, and explanations.", "response": "[NATIVE TEXT]\nBS 6399-3:1988\nΒ© BSI 11-1998\ni\nContents\nPage\nCommittees responsible\nInside front cover\nForeword\nii\nSection 1. General\n1\nScope\n1\n2\nDefinitions\n1\n3\nSymbols\n1\n4\nMinimum impose roof loads\n2\nSection 2. Snow loads\n5\nSnow load on the roof\n4\n6\nSnow load on the ground\n4\n7\nSnow load shape coefficients\n6\n8\nSnow sliding down roofs\n9\nAppendix A Annual probabilities of exceedance different from 0.02\n21\nAppendix B Snow drift load calculations\n21\nAppendix C Addresses of advisory offices\n21\nFigure 1 β Basic snow load on the ground\n5\nFigure 2 β Snow load shape coefficients for flat or monopitch roofs\n7\nFigure 3 β Snow load shape coefficients for pitched roofs\n10\nFigure 4 β Snow load shape coefficients for curved roofs\n11\nFigure 5 β Snow load shape coefficients and drift lengths for\nvalleys of multi-span pitched or curved roofs\n13\nFigure 6 β Snow load shape coefficients and drift lengths at\nabrupt changes of roof height\n14\nFigure 7 β Snow load shape coefficients and drift lengths for single \npitch roofs abutting taller structures at 90Β°\n16\nFigure 8 β Snow load shape coefficients and drift lengths for \nintersecting pitched roofs\n17\nFigure 9 β Snow load shape coefficients and drift lengths for \nlocal projections and obstructions\n19\nTable 1 β Values of salt for corresponding values of sb\n4\nPublications referred to\nInside back cover\nLicensed Copy: Sheffield University, University of Sheffield, 23 October 2002, Uncontrolled Copy, (c) BSI\nazmanco.com\nazmanco.com\n\n[TABLES]\n[[{\"0\": \"5Snow load on the roof\", \"1\": \"4\"}, {\"0\": \"6Snow load on the ground\", \"1\": \"4\"}, {\"0\": \"7Snow load shape coefficients\", \"1\": \"6\"}, {\"0\": \"8Snow sliding down roofs\", \"1\": \"9\"}, {\"0\": \"Appendix A Annual probabilities of exceedance different from 0.02\", \"1\": \"21\"}, {\"0\": \"Appendix B Snow drift load calculations\", \"1\": \"21\"}, {\"0\": \"Appendix C Addresses of advisory offices\", \"1\": \"21\"}, {\"0\": \"Figure 1 β Basic snow load on the ground\", \"1\": \"5\"}, {\"0\": \"Figure 2 β Snow load shape coefficients for flat or monopitch roofs\", \"1\": \"7\"}, {\"0\": \"Figure 3 β Snow load shape coefficients for pitched roofs\", \"1\": \"10\"}, {\"0\": \"Figure 4 β Snow load shape coefficients for curved roofs\", \"1\": \"11\"}, {\"0\": \"Figure 5 β Snow load shape coefficients and drift lengths for\", \"1\": \"\"}, {\"0\": \"valleys of multi-span pitched or curved roofs\", \"1\": \"13\"}, {\"0\": \"Figure 6 β Snow load shape coefficients and drift lengths at\", \"1\": \"\"}, {\"0\": \"abrupt changes of roof height\", \"1\": \"14\"}, {\"0\": \"Figure 7 β Snow load shape coefficients and drift lengths for single\", \"1\": \"\"}, {\"0\": \"pitchroofsabutting taller structures at 90Β°\", \"1\": \"16\"}, {\"0\": \"Figure 8 β Snow load shape coefficients and drift lengths for\", \"1\": \"\"}, {\"0\": \"intersectingpitched roofs\", \"1\": \"17\"}, {\"0\": \"Figure 9 β Snow load shape coefficients and drift lengths for\", \"1\": \"\"}, {\"0\": \"localprojectionsand obstructions\", \"1\": \"19\"}, {\"0\": \"Table 1 β Values of salt for corresponding values of sb\", \"1\": \"4\"}], [{\"0\": \"BS6399-3:1988\"}, {\"0\": \"Contents\"}, {\"0\": \"Page\"}, {\"0\": \"Committees responsibleInside front cover\"}, {\"0\": \"Forewordii\"}, {\"0\": \"Section 1. General\"}, {\"0\": \"1Scope1\"}, {\"0\": \"2Definitions1\"}, {\"0\": \"3Symbols1\"}, {\"0\": \"4Minimum impose roof loads2\"}, {\"0\": \"Section 2. Snow loads\"}, {\"0\": \"5Snow load on the roof4\"}, {\"0\": \"6Snow load on the ground4\"}, {\"0\": \"7Snow load shape coefficients6\"}, {\"0\": \"8Snow sliding down roofs9\"}, {\"0\": \"Appendix A Annual probabilities of exceedance different from 0.0221\"}, {\"0\": \"Appendix B Snow drift load calculations21\"}, {\"0\": \"Appendix C Addresses of advisory offices21\"}, {\"0\": \"Figure 1 β Basic snow load on the ground5\"}, {\"0\": \"Figure 2 β Snow load shape coefficients for flat or monopitch roofs7\"}, {\"0\": \"Figure 3 β Snow load shape coefficients for pitched roofs10\"}, {\"0\": \"Figure 4 β Snow load shape coefficients for curved roofs11\"}, {\"0\": \"Figure 5 β Snow load shape coefficients and drift lengths for\"}, {\"0\": \"valleys of multi-span pitched or curved roofs13\"}, {\"0\": \"Figure 6 β Snow load shape coefficients and drift lengths at\"}, {\"0\": \"abrupt changes of roof height14\"}, {\"0\": \"Figure 7 β Snow load shape coefficients and drift lengths for single\"}, {\"0\": \"pitchroofsabutting taller structures at 90Β°16\"}, {\"0\": \"Figure 8 β Snow load shape coefficients and drift lengths for\"}, {\"0\": \"intersectingpitched roofs17\"}, {\"0\": \"Figure 9 β Snow load shape coefficients and drift lengths for\"}, {\"0\": \"localprojectionsand obstructions19\"}, {\"0\": \"4Table 1 β Values of salt for corresponding values of sb\"}, {\"0\": \"Publications referred toInside back cover\"}]]", "page_type": "mixed", "image": "BS 6399-3_c78e1521_p0004.png"} |
| {"pdf_file": "BUILDING CODE.pdf", "page_num": 47, "prompt": "Analyze this page with diagrams, tables, formulas, calculations, and explanations.", "response": "[NATIVE TEXT]\nCertificate of efficiency. \n138. (1) Lifts and hoists shall comply with the following requirements of this by-law- \n(2) An electric passenger lift shall be maintained and inspected at least once every six months by a \ncompetent lift engineer, and a certificate by such engineer to the effect that the whole installation is in \nsafe working order, shall be submitted to the council by the owner of the premises at least once in every \ntwelve months. \n(3) A certificate issued in the manner described in paragraph (2) to this by-law relating to any lift or \nhoist other than an electric passenger lift, shall be submitted to the council when required. \n(4) Before a lift or hoist is put into use a certificate as required in paragraph (2) or paragraph (3) of this \nby-law, as the case may be, shall be submitted to the council. \n \n \nRefuse Disposal \n \nDisposal. \n139. (1) Every domestic and public building and building of the warehouse class shall be provided with \napproved means of refuse disposal. If a refuse collection service is available, the following requirements \nof this by-law or by-law 140 of these By-laws shall apply. \n(2) Within the cartilage of each premise a container plinth of permanent construction with adequate falls \nshall be provided of not less height than 3 in. above the surrounding ground level and in area not less \nthan 6 sq. ft. for each container. \n(3) The container plinth required to be provided in accordance with paragraph (2) of this by-law shall be \nso sited that- \n(a) \nthe amenity of any premises or highway is not impaired; and \n(b) \nit is readily accessible for removal of the container. \n \nRefuse Chutes. \n140. (1) Unless alternative means of refuse disposal satisfactory to the council are provided, refuse \nchutes shall be installed in- \n(a) \na block of dwellings exceeding three storeys in height; and \n(b) \nany other building where an upper floor which requires refuse disposal service is 20 ft. \nabove the adjoining ground level. \n(2) Refuse chutes may be required by the council in any case, if in its opinion, other means of refuse \ndisposal are impracticable. \n(3) Every refuse chute shall be fitted with an approved container, and shall be sited outside the area of \nthe habitable accommodation in a position which creates the minimum nuisance to the occupiers, and in \na manner which affords the ground floor occupier suitable access for refuse disposal through the chute \nto the container. \n(4) The refuse chute shall be designed to ensure that the contents deposited therein discharge entirely \nwithin the refuse container. \n(5) If a refuse chute is provided, unless the council otherwise agrees, the refuse disposal of the entire \npremises must be by such a refuse chute. \n \nConstruction of refuse chutes. \n141. A refuse chute shall comply with the following requirements of this by-law- \n(a) \nit shall be constructed throughout of fire-resisting material having a notional fire resistance \nperiod of not less than one hour; \n(b) \nit shall have access from each door, or point of disposal, through a self-closing dustproof \ndoor, designed when opened to contain the refuse deposited, and on closing to discharge it \ninto the refuse chute without allowing refuse fallout;\n\n[TABLES]\n[[{\"0\": \"Certificate of efficiency.\", \"1\": \"\", \"2\": \"\"}, {\"0\": \"138. (1) Lifts and hoists shall comply with the following requirements of this by-law-\", \"1\": \"\", \"2\": \"\"}, {\"0\": \"(2) An electric passenger lift shall be maintained and inspected at least once every six months by a\", \"1\": \"\", \"2\": \"\"}, {\"0\": \"competent lift engineer, and a certificate by such engineer to the effect that the whole installation is in\", \"1\": \"\", \"2\": \"\"}, {\"0\": \"safe working order, shall be submitted to the council by the owner of the premises at least once in every\", \"1\": \"\", \"2\": \"\"}, {\"0\": \"twelve months.\", \"1\": \"\", \"2\": \"\"}, {\"0\": \"(3) A certificate issued in the manner described in paragraph (2) to this by-law relating to any lift or\", \"1\": \"\", \"2\": \"\"}, {\"0\": \"hoist other than an electric passenger lift, shall be submitted to the council when required.\", \"1\": \"\", \"2\": \"\"}, {\"0\": \"(4) Before a lift or hoist is put into use a certificate as required in paragraph (2) or paragraph (3) of this\", \"1\": \"\", \"2\": \"\"}, {\"0\": \"by-law, as the case may be, shall be submitted to the council.\", \"1\": \"\", \"2\": \"\"}, {\"0\": \"\", \"1\": \"\", \"2\": \"Refuse Disposal\"}, {\"0\": \"D\", \"1\": \"isposal.\", \"2\": \"\"}, {\"0\": \"139. (1) Every domestic and public building and building of the warehouse class shall be provided with\", \"1\": \"\", \"2\": \"\"}, {\"0\": \"approved means of refuse disposal. If a refuse collection service is available, the following requirements\", \"1\": \"\", \"2\": \"\"}, {\"0\": \"of this by-law or by-law 140 of these By-laws shall apply.\", \"1\": \"\", \"2\": \"\"}, {\"0\": \"(2) Within the cartilage of each premise a container plinth of permanent construction with adequate falls\", \"1\": \"\", \"2\": \"\"}, {\"0\": \"shall be provided of not less height than 3 in. above the surrounding ground level and in area not less\", \"1\": \"\", \"2\": \"\"}, {\"0\": \"than 6 sq. ft. for each container.\", \"1\": \"\", \"2\": \"\"}, {\"0\": \"(3) The container plinth required to be provided in accordance with paragraph (2) of this by-law shall be\", \"1\": \"\", \"2\": \"\"}, {\"0\": \"so sited that-\", \"1\": \"\", \"2\": \"\"}, {\"0\": \"\", \"1\": \"(a)\", \"2\": \"the amenity of any premises or highway is not impaired; and\"}, {\"0\": \"\", \"1\": \"(b)\", \"2\": \"it is readily accessible for removal of the container.\"}, {\"0\": \"R\", \"1\": \"efuse Chutes.\", \"2\": \"\"}, {\"0\": \"140. (1) Unless alternative means of refuse disposal satisfactory to the council are provided, refuse\", \"1\": \"\", \"2\": \"\"}, {\"0\": \"chutes shall be installed in-\", \"1\": \"\", \"2\": \"\"}, {\"0\": \"\", \"1\": \"(a)\", \"2\": \"a block of dwellings exceeding three storeys in height; and\"}, {\"0\": \"\", \"1\": \"(b)\", \"2\": \"any other building where an upper floor which requires refuse disposal service is 20 ft.\"}, {\"0\": \"\", \"1\": \"\", \"2\": \"above the adjoining ground level.\"}, {\"0\": \"(2) Refuse chutes may be required by the council in any case, if in its opinion, other means of refuse\", \"1\": \"\", \"2\": \"\"}, {\"0\": \"disposal are impracticable.\", \"1\": \"\", \"2\": \"\"}, {\"0\": \"(3) Every refuse chute shall be fitted with an approved container, and shall be sited outside the area of\", \"1\": \"\", \"2\": \"\"}, {\"0\": \"the habitable accommodation in a position which creates the minimum nuisance to the occupiers, and in\", \"1\": \"\", \"2\": \"\"}, {\"0\": \"a manner which affords the ground floor occupier suitable access for refuse disposal through the chute\", \"1\": \"\", \"2\": \"\"}, {\"0\": \"to the container.\", \"1\": \"\", \"2\": \"\"}, {\"0\": \"(4) The refuse chute shall be designed to ensure that the contents deposited therein discharge entirely\", \"1\": \"\", \"2\": \"\"}, {\"0\": \"within the refuse container.\", \"1\": \"\", \"2\": \"\"}, {\"0\": \"(5) If a refuse chute is provided, unless the council otherwise agrees, the refuse disposal of the entire\", \"1\": \"\", \"2\": \"\"}, {\"0\": \"premises must be by such a refuse chute.\", \"1\": \"\", \"2\": \"\"}, {\"0\": \"C\", \"1\": \"onstruction of refuse chutes.\", \"2\": \"\"}, {\"0\": \"141. A refuse chute shall comply with the following requirements of this by-law-\", \"1\": \"\", \"2\": \"\"}, {\"0\": \"\", \"1\": \"(a)\", \"2\": \"it shall be constructed throughout of fire-resisting material having a notional fire resistance\"}]]", "page_type": "mixed", "image": "BUILDING CODE_99b992ff_p0047.png"} |
| {"pdf_file": "BUILDING CODE.pdf", "page_num": 48, "prompt": "Analyze this page with diagrams, tables, formulas, calculations, and explanations.", "response": "[NATIVE TEXT]\n(c) \nthe internal surface of the chute shall be glazed or be of other approved finish, and shall be \nof a diameter not less than 12 in. and shall be constructed to assist the passage of the refuse \ninto the container without causing undue obstruction or contamination; \n(d) \nthe container room connected to a refuse chute shall have a solid concrete base with a hard \nsmooth finish, and the walls thereof shall be rendered not less than half an inch in \nthickness to a smooth finish; the junction of the wall with the floor shall be coved. The \nfloor, where practicable, shall be 3 in. above the surrounding area. Access to the container \nshall be designed in a manner facilitating the use of equipment for the removal of the \ncontainer; \n(e) \nit shall be designed to prevent the penetration of rain or surface water. The door shall be \nconstructed of fire-resisting material and shall be positioned so that when opened the \ncontents of the refuse chute during removal will cause the minimum nuisance; \n(f) \nit shall be properly ventilated as near to the top as practicable and any opening shall not \npermit the discharge of dust or foul air into any room of a building. \n \nCompletion of means of refuse disposal. \n142. (1) Before a certificate of completion is issued in respect of any building, by the council, the means \nof refuse disposal shall be completed, and the receptacles or containers provided. \n(2) If partial occupation of premises is allowed by the council, means of refuse disposal shall be \nprovided for the portion so occupied. \n \n \nWater Supply \n \nWater supply. \n143. (1) The plans of a building shall show that an approved supply of wholesome water, sufficient for \nthe purposes to which the building is to be put will be provided, and the supply so provided shall be \nconnected to the fittings and ready for use before a certificate of completion will be issued by the \ncouncil. \n(2) The water supply installation whether taken from the council water reticulation system or otherwise, \nshall comply with British Standard Code of Practice C.P. 310 and, except where otherwise specified in \nthis by-law, the pipes, brassware, fittings, valves, cisterns, tanks and any other material used in any \ninstallation of a water supply system shall be deemed to be part thereof and shall be of no less quality \nthan that specified in the appropriate British Standard specification or, if, no such specification is \napplicable, that specified by the council from time to time. \n(3) All water supply installations, except approved fittings contained in a low pressure system, shall be \ncapable of sustaining working pressure of 300 lb. per sq. inch. \n(4) Unless the council otherwise agrees, every building, shall be provided with a stored supply of cold \nwater for domestic purposes taken from the main water supply of the building. \n(5) The requirements of paragraph (4) of this by-law shall be satisfied if- \n(a) for each dwelling there is a stored supply of water of not less than 100 gallons, and in any \nother premises the stored supply of water is sufficient to meet a twenty-four hour demand \nfrom the occupier of the building. \n(b) for a storage system for quantities of less than 200 gallons, Grade βAβ (B.S. 417) type \ncistern is used, and for quantities of 200 gallons or more a Grade βBβ (B.S. 417) type is \nused. \n(c) all cisterns are adequately supported, mosquito-proofed to the satisfaction of the council, and \nthe water stored therein protected against contamination. \n(d) cold water taps from which water for human consumption may be drawn are connected \ndirect to the rising main:\n\n[TABLES]\n[[{\"0\": \"(c)\", \"1\": \"the internal surface of the chute shall be glazed or be of other approved finish, and shall be\"}, {\"0\": \"\", \"1\": \"of a diameter not less than 12 in. and shall be constructed to assist the passage of the refuse\"}, {\"0\": \"\", \"1\": \"into the container without causing undue obstruction or contamination;\"}, {\"0\": \"(d)\", \"1\": \"the container room connected to a refuse chute shall have a solid concrete base with a hard\"}, {\"0\": \"\", \"1\": \"smooth finish, and the walls thereof shall be rendered not less than half an inch in\"}, {\"0\": \"\", \"1\": \"thickness to a smooth finish; the junction of the wall with the floor shall be coved. The\"}, {\"0\": \"\", \"1\": \"floor, where practicable, shall be 3 in. above the surrounding area. Access to the container\"}, {\"0\": \"\", \"1\": \"shall be designed in a manner facilitating the use of equipment for the removal of the\"}, {\"0\": \"\", \"1\": \"container;\"}, {\"0\": \"(e)\", \"1\": \"it shall be designed to prevent the penetration of rain or surface water. The door shall be\"}, {\"0\": \"\", \"1\": \"constructed of fire-resisting material and shall be positioned so that when opened the\"}, {\"0\": \"\", \"1\": \"contents of the refuse chute during removal will cause the minimum nuisance;\"}, {\"0\": \"(f)\", \"1\": \"it shall be properly ventilated as near to the top as practicable and any opening shall not\"}, {\"0\": \"\", \"1\": \"permit the discharge of dust or foul air into any room of a building.\"}], [{\"0\": \"\", \"1\": \"(f)\", \"2\": \"it shall be properly ventilated as near to the top as practicable and any opening shall not\"}, {\"0\": \"\", \"1\": \"\", \"2\": \"permit the discharge of dust or foul air into any room of a building.\"}, {\"0\": \"C\", \"1\": \"ompletion of means of refuse disposal.\", \"2\": \"\"}, {\"0\": \"142. (1) Before a certificate of completion is issued in respect of any building, by the council, the means\", \"1\": \"\", \"2\": \"\"}, {\"0\": \"of refuse disposal shall be completed, and the receptacles or containers provided.\", \"1\": \"\", \"2\": \"\"}, {\"0\": \"(2) If partial occupation of premises is allowed by the council, means of refuse disposal shall be\", \"1\": \"\", \"2\": \"\"}, {\"0\": \"provided for the portion so occupied.\", \"1\": \"\", \"2\": \"\"}, {\"0\": \"\", \"1\": \"\", \"2\": \"Water Supply\"}, {\"0\": \"W\", \"1\": \"ater supply.\", \"2\": \"\"}, {\"0\": \"143. (1) The plans of a building shall show that an approved supply of wholesome water, sufficient for\", \"1\": \"\", \"2\": \"\"}, {\"0\": \"the purposes to which the building is to be put will be provided, and the supply so provided shall be\", \"1\": \"\", \"2\": \"\"}, {\"0\": \"connected to the fittings and ready for use before a certificate of completion will be issued by the\", \"1\": \"\", \"2\": \"\"}, {\"0\": \"council.\", \"1\": \"\", \"2\": \"\"}, {\"0\": \"(2) The water supply installation whether taken from the council water reticulation system or otherwise,\", \"1\": \"\", \"2\": \"\"}, {\"0\": \"shall comply with British Standard Code of Practice C.P. 310 and, except where otherwise specified in\", \"1\": \"\", \"2\": \"\"}, {\"0\": \"this by-law, the pipes, brassware, fittings, valves, cisterns, tanks and any other material used in any\", \"1\": \"\", \"2\": \"\"}, {\"0\": \"installation of a water supply system shall be deemed to be part thereof and shall be of no less quality\", \"1\": \"\", \"2\": \"\"}, {\"0\": \"than that specified in the appropriate British Standard specification or, if, no such specification is\", \"1\": \"\", \"2\": \"\"}, {\"0\": \"applicable, that specified by the council from time to time.\", \"1\": \"\", \"2\": \"\"}, {\"0\": \"(3) All water supply installations, except approved fittings contained in a low pressure system, shall be\", \"1\": \"\", \"2\": \"\"}, {\"0\": \"capable of sustaining working pressure of 300 lb. per sq. inch.\", \"1\": \"\", \"2\": \"\"}, {\"0\": \"(4) Unless the council otherwise agrees, every building, shall be provided with a stored supply of cold\", \"1\": \"\", \"2\": \"\"}, {\"0\": \"water for domestic purposes taken from the main water supply of the building.\", \"1\": \"\", \"2\": \"\"}, {\"0\": \"(5) The requirements of paragraph (4) of this by-law shall be satisfied if-\", \"1\": \"\", \"2\": \"\"}, {\"0\": \"\", \"1\": \"(a)\", \"2\": \"for each dwelling there is a stored supply of water of not less than 100 gallons, and in any\"}], [{\"0\": \"capable of sustaining working pressure of 300 lb. per sq. inch.\", \"1\": \"\"}, {\"0\": \"(4) Unless the council otherwise agrees, every building, shall be provided with a stored supply of cold\", \"1\": \"\"}, {\"0\": \"water for domestic purposes taken from the main water supply of the building.\", \"1\": \"\"}, {\"0\": \"(5) The requirements of paragraph (4) of this by-law shall be satisfied if-\", \"1\": \"\"}, {\"0\": \"(a)\", \"1\": \"for each dwelling there is a stored supply of water of not less than 100 gallons, and in any\"}, {\"0\": \"\", \"1\": \"other premises the stored supply of water is sufficient to meet a twenty-four hour demand\"}, {\"0\": \"\", \"1\": \"from the occupier of the building.\"}, {\"0\": \"(b)\", \"1\": \"for a storage system for quantities of less than 200 gallons, Grade βAβ (B.S. 417) type\"}, {\"0\": \"\", \"1\": \"cistern is used, and for quantities of 200 gallons or more a Grade βBβ (B.S. 417) type is\"}, {\"0\": \"\", \"1\": \"used.\"}, {\"0\": \"(c)\", \"1\": \"all cisterns are adequately supported, mosquito-proofed to the satisfaction of the council, and\"}, {\"0\": \"\", \"1\": \"the water stored therein protected against contamination.\"}, {\"0\": \"(d)\", \"1\": \"cold water taps from which water for human consumption may be drawn are connected\"}, {\"0\": \"\", \"1\": \"direct to the rising main:\"}]]", "page_type": "mixed", "image": "BUILDING CODE_99b992ff_p0048.png"} |
| {"pdf_file": "BUILDING CODE.pdf", "page_num": 61, "prompt": "Analyze this page with diagrams, tables, formulas, calculations, and explanations.", "response": "[NATIVE TEXT]\nRadial arms. \n203. (1) Unless the council otherwise agrees, septic tanks and soakage pits shall be provided with \nadequate radial arms. \n(2) The disposal shall be so arranged as not to cause site pollution or to become a nuisance. \n(3) The trenches forming radial arms shall be cut square to proper gradients and suitably level and filled \nwith approved hardcore properly graded and at ground level suitably blinded with fine material not less \nthan 9 in. deep. \n \nWaste water storage tanks. \n204. (1) Unless, the council otherwise agrees, the capacity of a waste water storage tank shall not \nexceed one hundred gallons. \n(2) An approved pump shall be fitted for emptying such tank unless gravity discharge is used. \n(3) The access to such storage tank shall be provided through a medium-weight, hinged, cast iron \nmanhole cover. \n(4) Unless the council otherwise agrees, a suitable overflow shall be provided to such storage tank \nwhich shall discharge into the main system of drainage disposal. \n \nProhibition of open channels. \n205. Unless the council otherwise agrees, no waste water shall be discharged by means of open \nchannels. \n \nTemporary construction. \n206. Where it is expected that within two years from the date of approval of the plans of a building that \nthe owner of such building may be required to connect the drains thereof to a sewer, the council may \npermit such modification in the construction as may be required by these By-laws, and may also allow \nthe drains to be constructed in a manner which will simplify the eventual connexion to the sewer. \n \nPail closets. \n207. The council may permit the use of pail closets. \n \nPail closets requirements. \n208. A pail closet constructed in connexion with a building shall comply with the following \nrequirements of this by-law- \n(a) the only entrance to the pail closet shall be from the external air or from a room which can \nitself be entered only from the external air, not being a room intended for human habitation \nof tor the manufacture, preparation or storage of food for human consumption; \n(b) the pail closet shall be in such a position as not to render liable to pollution any spring or \nstream of water, or any well used or likely to be used by man for drinking or domestic \npurposes, or for the manufacture or preparation of articles of food or drink for human \nconsumption, or for the cleaning of vessels with a view to the preparation or sale of such \narticles; \n(c) the pail closet shall be provided with a sufficient opening for lighting and ventilation as near \nthe ceiling as practicable, and communicating directly with the external air, and the closet \nshall be effectively fly-proofed; \n(d) the floor of the pail closet shall be of non-absorbent material, which shall in every part, \nincluding the part beneath the seat, be not less than 3 in. above the surface of the adjoining \nground and have a fall or inclination approved by the council; \n(e) the receptacle for faecal matters (hereinafter in this by-law called βthe receptacleβ ) shall be \nof non-absorbent material so constructed and placed, that its contents shall not escape by \nleakage or otherwise, or be exposed to rainfall or to the drainage of any waste water or liquid \nrefuse;\n\n[TABLES]\n[[{\"0\": \"Radial arms.\", \"1\": \"\", \"2\": \"\"}, {\"0\": \"203. (1) Unless the council otherwise agrees, septic tanks and soakage pits shall be provided with\", \"1\": \"\", \"2\": \"\"}, {\"0\": \"adequate radial arms.\", \"1\": \"\", \"2\": \"\"}, {\"0\": \"(2) The disposal shall be so arranged as not to cause site pollution or to become a nuisance.\", \"1\": \"\", \"2\": \"\"}, {\"0\": \"(3) The trenches forming radial arms shall be cut square to proper gradients and suitably level and filled\", \"1\": \"\", \"2\": \"\"}, {\"0\": \"with approved hardcore properly graded and at ground level suitably blinded with fine material not less\", \"1\": \"\", \"2\": \"\"}, {\"0\": \"than 9 in. deep.\", \"1\": \"\", \"2\": \"\"}, {\"0\": \"W\", \"1\": \"aste water storage tanks.\", \"2\": \"\"}, {\"0\": \"204. (1) Unless, the council otherwise agrees, the capacity of a waste water storage tank shall not\", \"1\": \"\", \"2\": \"\"}, {\"0\": \"exceed one hundred gallons.\", \"1\": \"\", \"2\": \"\"}, {\"0\": \"(2) An approved pump shall be fitted for emptying such tank unless gravity discharge is used.\", \"1\": \"\", \"2\": \"\"}, {\"0\": \"(3) The access to such storage tank shall be provided through a medium-weight, hinged, cast iron\", \"1\": \"\", \"2\": \"\"}, {\"0\": \"manhole cover.\", \"1\": \"\", \"2\": \"\"}, {\"0\": \"(4) Unless the council otherwise agrees, a suitable overflow shall be provided to such storage tank\", \"1\": \"\", \"2\": \"\"}, {\"0\": \"which shall discharge into the main system of drainage disposal.\", \"1\": \"\", \"2\": \"\"}, {\"0\": \"P\", \"1\": \"rohibition of open channels.\", \"2\": \"\"}, {\"0\": \"205. Unless the council otherwise agrees, no waste water shall be discharged by means of open\", \"1\": \"\", \"2\": \"\"}, {\"0\": \"channels.\", \"1\": \"\", \"2\": \"\"}, {\"0\": \"T\", \"1\": \"emporary construction.\", \"2\": \"\"}, {\"0\": \"206. Where it is expected that within two years from the date of approval of the plans of a building that\", \"1\": \"\", \"2\": \"\"}, {\"0\": \"the owner of such building may be required to connect the drains thereof to a sewer, the council may\", \"1\": \"\", \"2\": \"\"}, {\"0\": \"permit such modification in the construction as may be required by these By-laws, and may also allow\", \"1\": \"\", \"2\": \"\"}, {\"0\": \"the drains to be constructed in a manner which will simplify the eventual connexion to the sewer.\", \"1\": \"\", \"2\": \"\"}, {\"0\": \"P\", \"1\": \"ail closets.\", \"2\": \"\"}, {\"0\": \"207. The council may permit the use of pail closets.\", \"1\": \"\", \"2\": \"\"}, {\"0\": \"P\", \"1\": \"ail closets requirements.\", \"2\": \"\"}, {\"0\": \"208. A pail closet constructed in connexion with a building shall comply with the following\", \"1\": \"\", \"2\": \"\"}, {\"0\": \"requirements of this by-law-\", \"1\": \"\", \"2\": \"\"}, {\"0\": \"\", \"1\": \"(a)\", \"2\": \"the only entrance to the pail closet shall be from the external air or from a room which can\"}], [{\"0\": \"ail closets requirements.\", \"1\": \"\"}, {\"0\": \"208. A pail closet constructed in connexion with a building shall comply with the following\", \"1\": \"\"}, {\"0\": \"requirements of this by-law-\", \"1\": \"\"}, {\"0\": \"(a)\", \"1\": \"the only entrance to the pail closet shall be from the external air or from a room which can\"}, {\"0\": \"\", \"1\": \"itself be entered only from the external air, not being a room intended for human habitation\"}, {\"0\": \"\", \"1\": \"of tor the manufacture, preparation or storage of food for human consumption;\"}, {\"0\": \"(b)\", \"1\": \"the pail closet shall be in such a position as not to render liable to pollution any spring or\"}, {\"0\": \"\", \"1\": \"stream of water, or any well used or likely to be used by man for drinking or domestic\"}, {\"0\": \"\", \"1\": \"purposes, or for the manufacture or preparation of articles of food or drink for human\"}, {\"0\": \"\", \"1\": \"consumption, or for the cleaning of vessels with a view to the preparation or sale of such\"}, {\"0\": \"\", \"1\": \"articles;\"}, {\"0\": \"(c)\", \"1\": \"the pail closet shall be provided with a sufficient opening for lighting and ventilation as near\"}, {\"0\": \"\", \"1\": \"the ceiling as practicable, and communicating directly with the external air, and the closet\"}, {\"0\": \"\", \"1\": \"shall be effectively fly-proofed;\"}, {\"0\": \"(d)\", \"1\": \"the floor of the pail closet shall be of non-absorbent material, which shall in every part,\"}, {\"0\": \"\", \"1\": \"including the part beneath the seat, be not less than 3 in. above the surface of the adjoining\"}, {\"0\": \"\", \"1\": \"ground and have a fall or inclination approved by the council;\"}, {\"0\": \"(e)\", \"1\": \"the receptacle for faecal matters (hereinafter in this by-law called βthe receptacleβ ) shall be\"}, {\"0\": \"\", \"1\": \"of non-absorbent material so constructed and placed, that its contents shall not escape by\"}, {\"0\": \"\", \"1\": \"leakage or otherwise, or be exposed to rainfall or to the drainage of any waste water or liquid\"}, {\"0\": \"\", \"1\": \"refuse;\"}]]", "page_type": "mixed", "image": "BUILDING CODE_99b992ff_p0061.png"} |
| {"pdf_file": "Basic Civil Engineering (Book) ( PDFDrive ).pdf", "page_num": 2, "prompt": "Analyze this page with diagrams, tables, formulas, calculations, and explanations.", "response": "[NATIVE TEXT]\nContents\nPreface\nv\nUNIT - I: CIVIL ENGINEERING MATERIALS\n1β70\n1\nTRADITIONAL MATERIALS\n3β32\n1.1\nStones 3\n1.2\nBricks 11\n1.3\nLime 16\n1.4\nCement 18\n1.5\nTimber 23\nQuestions 31\n2\nMORTARS\n33β38\n2.1\nSand 33\n2.2\nCement Mortar 34\n2.3\nLime Mortar 35\n2.4\nMud Mortar 36\n2.5\nSpecial Mortar 37\n2.6\nTests on Mortar 37\nQuestions 38\n3\nCONCRETE\n39β54\n3.1\nPlain Concrete 39\n3.2\nReinforced Cement Concrete (R.C.C.) 49\n3.3\nReinforced Brick Concrete (RBC) 50\n3.4\nPrestressed Concrete (PSC) 50\n3.5\nFibre-Reinforced Concrete (FRC) 51\nRangaRakes\ntamilnavarasam.com\n\n[TABLES]\n[[{\"0\": \"\", \"1\": \"Preface\", \"2\": \"v\"}, {\"0\": \"\", \"1\": \"UNIT - I: CIVIL ENGINEERING MATERIALS\", \"2\": \"1β70\"}, {\"0\": \"1\", \"1\": \"TRADITIONAL MATERIALS\", \"2\": \"3β32\"}, {\"0\": \"\", \"1\": \"1.1Stones 3\", \"2\": \"\"}, {\"0\": \"\", \"1\": \"1.2Bricks 11\", \"2\": \"\"}, {\"0\": \"\", \"1\": \"1.3Lime 16\", \"2\": \"\"}, {\"0\": \"\", \"1\": \"1.4Cement 18\", \"2\": \"\"}, {\"0\": \"\", \"1\": \"1.5Timber 23\", \"2\": \"\"}, {\"0\": \"\", \"1\": \"Questions 31\", \"2\": \"\"}, {\"0\": \"2\", \"1\": \"MORTARS\", \"2\": \"33β38\"}, {\"0\": \"\", \"1\": \"2.1Sand 33\", \"2\": \"\"}, {\"0\": \"\", \"1\": \"2.2Cement Mortar 34\", \"2\": \"\"}, {\"0\": \"\", \"1\": \"2.3Lime Mortar 35\", \"2\": \"\"}, {\"0\": \"\", \"1\": \"2.4Mud Mortar 36\", \"2\": \"\"}, {\"0\": \"\", \"1\": \"2.5Special Mortar 37\", \"2\": \"\"}, {\"0\": \"\", \"1\": \"2.6Tests on Mortar 37\", \"2\": \"\"}, {\"0\": \"\", \"1\": \"Questions 38\", \"2\": \"\"}, {\"0\": \"3\", \"1\": \"CONCRETE\", \"2\": \"39β54\"}, {\"0\": \"\", \"1\": \"3.1Plain Concrete 39\", \"2\": \"\"}, {\"0\": \"\", \"1\": \"3.2Reinforced Cement Concrete (R.C.C.) 49\", \"2\": \"\"}, {\"0\": \"\", \"1\": \"3.3Reinforced Brick Concrete (RBC) 50\", \"2\": \"\"}, {\"0\": \"\", \"1\": \"3.4Prestressed Concrete (PSC) 50\", \"2\": \"\"}, {\"0\": \"\", \"1\": \"3.5Fibre-Reinforced Concrete (FRC) 51\", \"2\": \"\"}]]", "page_type": "mixed", "image": "Basic Civil Engineering (Book) ( PDF_2c59f0f0_p0002.png"} |
| {"pdf_file": "Basic Civil Engineering (Book) ( PDFDrive ).pdf", "page_num": 3, "prompt": "Analyze this page with diagrams, tables, formulas, calculations, and explanations.", "response": "[NATIVE TEXT]\nCONTENTS\n3.6\nCellular Concrete 52\n3.7\nFerro-Cement 52\nQuestions 53\n4\nMETALS AS BUILDING MATERIALS\n55β58\n4.1\nFerrous Metals 55\n4.2\nAluminium 57\n4.3.\nCopper 58\nQuestions 58\n5\nMISCELLANEOUS BUILDING MATERIALS\n59β69\n5.1\nGlass 59\n5.2\nPlastics 60\n5.3\nBitumen 62\n5.4\nAsbestos 62\n5.5\nPaints 63\n5.6\nDistempers 65\n5.7\nVarnishes 65\n5.8\nSolid and Hollow Concrete Blocks 66\n5.9\nRoofing and Flooring Tiles 67\nQuestions 68\nUNIT - II: BUILDING CONSTRUCTION\n71β136\n6\nBUILDING PLANNING\n73β81\n6.1\nElements of a Building 73\n6.2\nBasic Requirements of a Building 76\n6.3\nPlanning 77\n6.4\nPlanning Suitable Orientation 77\n6.5\nPlanning for Energy Efficiency 78\n6.6\nPlanning for Suitable Utility 78\n6.7\nPlanning for Meeting Other Requirements 79\nQuestions 81\n7\nFOUNDATIONS\n82β91\n7.1\nDimensions of Foundation 82\n7.2\nConventional Spread Footings 83\n7.3\nR.C.C. Footings 84\n7.4\nGrillage Footing 86\nRangaRakes\ntamilnavarasam.com\n\n[TABLES]\n[[{\"0\": \"\", \"1\": \"CONTENTS\", \"2\": \"\", \"3\": \"\"}, {\"0\": \"\", \"1\": \"3.6\", \"2\": \"Cellular Concrete 52\", \"3\": \"\"}, {\"0\": \"\", \"1\": \"3.7\", \"2\": \"Ferro-Cement 52\", \"3\": \"\"}, {\"0\": \"\", \"1\": \"\", \"2\": \"Questions 53\", \"3\": \"\"}, {\"0\": \"4\", \"1\": \"METALS AS BUILDING MATERIALS\", \"2\": \"\", \"3\": \"55β58\"}, {\"0\": \"\", \"1\": \"4.1\", \"2\": \"Ferrous Metals 55\", \"3\": \"\"}, {\"0\": \"\", \"1\": \"4.2\", \"2\": \"Aluminium 57\", \"3\": \"\"}, {\"0\": \"\", \"1\": \"4.3.\", \"2\": \"Copper 58\", \"3\": \"\"}, {\"0\": \"\", \"1\": \"\", \"2\": \"Questions 58\", \"3\": \"\"}, {\"0\": \"5\", \"1\": \"MISCELLANEOUS BUILDING MATERIALS\", \"2\": \"\", \"3\": \"59β69\"}, {\"0\": \"\", \"1\": \"5.1\", \"2\": \"Glass 59\", \"3\": \"\"}, {\"0\": \"\", \"1\": \"5.2\", \"2\": \"Plastics 60\", \"3\": \"\"}, {\"0\": \"\", \"1\": \"5.3\", \"2\": \"Bitumen 62\", \"3\": \"\"}, {\"0\": \"\", \"1\": \"5.4\", \"2\": \"Asbestos 62\", \"3\": \"\"}, {\"0\": \"\", \"1\": \"5.5\", \"2\": \"Paints 63\", \"3\": \"\"}, {\"0\": \"\", \"1\": \"5.6\", \"2\": \"Distempers 65\", \"3\": \"\"}, {\"0\": \"\", \"1\": \"5.7\", \"2\": \"Varnishes 65\", \"3\": \"\"}, {\"0\": \"\", \"1\": \"5.8\", \"2\": \"Solid and Hollow Concrete Blocks 66\", \"3\": \"\"}, {\"0\": \"\", \"1\": \"5.9\", \"2\": \"Roofing and Flooring Tiles 67\", \"3\": \"\"}, {\"0\": \"\", \"1\": \"\", \"2\": \"Questions 68\", \"3\": \"\"}, {\"0\": \"\", \"1\": \"\", \"2\": \"UNIT - II: BUILDING CONSTRUCTION\", \"3\": \"71β136\"}, {\"0\": \"6\", \"1\": \"BUILDING PLANNING\", \"2\": \"\", \"3\": \"73β81\"}, {\"0\": \"\", \"1\": \"6.1\", \"2\": \"Elements of a Building 73\", \"3\": \"\"}, {\"0\": \"\", \"1\": \"6.2\", \"2\": \"Basic Requirements of a Building 76\", \"3\": \"\"}, {\"0\": \"\", \"1\": \"6.3\", \"2\": \"Planning 77\", \"3\": \"\"}, {\"0\": \"\", \"1\": \"6.4\", \"2\": \"Planning Suitable Orientation 77\", \"3\": \"\"}, {\"0\": \"\", \"1\": \"6.5\", \"2\": \"Planning for Energy Efficiency 78\", \"3\": \"\"}, {\"0\": \"\", \"1\": \"6.6\", \"2\": \"Planning for Suitable Utility 78\", \"3\": \"\"}, {\"0\": \"\", \"1\": \"6.7\", \"2\": \"Planning for Meeting Other Requirements 79\", \"3\": \"\"}, {\"0\": \"\", \"1\": \"\", \"2\": \"Questions 81\", \"3\": \"\"}, {\"0\": \"7\", \"1\": \"FOUNDATIONS\", \"2\": \"\", \"3\": \"82β91\"}, {\"0\": \"\", \"1\": \"7.1\", \"2\": \"Dimensions of Foundation 82\", \"3\": \"\"}, {\"0\": \"\", \"1\": \"7.2\", \"2\": \"Conventional Spread Footings 83\", \"3\": \"\"}, {\"0\": \"\", \"1\": \"7.3\", \"2\": \"R.C.C. Footings 84\", \"3\": \"\"}, {\"0\": \"\", \"1\": \"7.4\", \"2\": \"Grillage Footing 86\", \"3\": \"\"}]]", "page_type": "mixed", "image": "Basic Civil Engineering (Book) ( PDF_2c59f0f0_p0003.png"} |
| {"pdf_file": "Basic Civil Engineering (Book) ( PDFDrive ).pdf", "page_num": 4, "prompt": "Analyze this page with diagrams, tables, formulas, calculations, and explanations.", "response": "[NATIVE TEXT]\nCONTENTS\n7.5\nArch Foundation 87\n7.6\nPile Foundations 87\n7.7\nFoundations in Black Cotton Soil 89\nQuestions 91\n8\nSUPER STRUCTURES\n92β127\n8.1\nTypes of Super Structures Based on the Method of Load Transfer 92\n8.2\nWalls 93\n8.3\nStone Masonry 94\n8.4\nBrick Masonry 97\n8.5\nPlastering 100\n8.6\nPointing 101\n8.7\nFlooring 101\n8.8\nRoof 105\n8.9\nDoors and Windows 113\n8.10 Lintels 122\n8.11\n Stairs 123\nQuestions 126\n9\nDAMPNESS AND ITS PREVENTION\n128β132\n9.1\nCauses of Dampness 128\n9.2\nIll-Effects of Dampness 129\n9.3\nRequirements of an Ideal Material for Damp Proofing 129\n9.4\nMaterials for Damp Proofing 130\n9.5\nMethods of Damp Proofing 130\nQuestions 132\n10 COST EFFECTIVE CONSTRUCTION TECHNIQUES\n133β135\nIN MASS HOUSING SCHEMES\n10.1 Minimum Standards 133\n10.2\nApproach to Cost Effective Mass Housing Schemes 134\n10.3\nCost Effective Construction Techniques 135\nQuestions 135\nUNIT - III: SURVEYING\n137β236\n11 INTRODUCTION TO SURVEYING\n139β148\n11.1\nObject and Uses of Surveying 139\n11.2\nPrimary Divisions in Surveying 140\nRangaRakes\ntamilnavarasam.com\n\n[TABLES]\n[[{\"0\": \"\", \"1\": \"CONTENTS\"}, {\"0\": \"7.5Arch Foundation 87\", \"1\": \"\"}, {\"0\": \"7.6Pile Foundations 87\", \"1\": \"\"}, {\"0\": \"7.7Foundations in Black Cotton Soil 89\", \"1\": \"\"}, {\"0\": \"Questions 91\", \"1\": \"\"}, {\"0\": \"8SUPER STRUCTURES\", \"1\": \"92β127\"}, {\"0\": \"8.1Types of Super Structures Based on the Method of Load Transfer 92\", \"1\": \"\"}, {\"0\": \"8.2Walls 93\", \"1\": \"\"}, {\"0\": \"8.3Stone Masonry 94\", \"1\": \"\"}, {\"0\": \"8.4Brick Masonry 97\", \"1\": \"\"}, {\"0\": \"8.5Plastering 100\", \"1\": \"\"}, {\"0\": \"8.6Pointing 101\", \"1\": \"\"}, {\"0\": \"8.7Flooring 101\", \"1\": \"\"}, {\"0\": \"8.8Roof 105\", \"1\": \"\"}, {\"0\": \"8.9Doors and Windows 113\", \"1\": \"\"}, {\"0\": \"8.10 Lintels 122\", \"1\": \"\"}, {\"0\": \"8.11 Stairs 123\", \"1\": \"\"}, {\"0\": \"Questions 126\", \"1\": \"\"}, {\"0\": \"9DAMPNESS AND ITS PREVENTION\", \"1\": \"128β132\"}, {\"0\": \"9.1Causes of Dampness 128\", \"1\": \"\"}, {\"0\": \"9.2Ill-Effects of Dampness 129\", \"1\": \"\"}, {\"0\": \"9.3Requirements of an Ideal Material for Damp Proofing 129\", \"1\": \"\"}, {\"0\": \"9.4Materials for Damp Proofing 130\", \"1\": \"\"}, {\"0\": \"9.5Methods of Damp Proofing 130\", \"1\": \"\"}, {\"0\": \"Questions 132\", \"1\": \"\"}, {\"0\": \"10 COST EFFECTIVE CONSTRUCTION TECHNIQUES\", \"1\": \"133β135\"}, {\"0\": \"IN MASS HOUSING SCHEMES\", \"1\": \"\"}, {\"0\": \"10.1 Minimum Standards 133\", \"1\": \"\"}, {\"0\": \"10.2Approach to Cost Effective Mass Housing Schemes 134\", \"1\": \"\"}, {\"0\": \"10.3Cost Effective Construction Techniques 135\", \"1\": \"\"}, {\"0\": \"Questions 135\", \"1\": \"\"}, {\"0\": \"UNIT - III: SURVEYING\", \"1\": \"137β236\"}, {\"0\": \"11 INTRODUCTION TO SURVEYING\", \"1\": \"139β148\"}, {\"0\": \"11.1Object and Uses of Surveying 139\", \"1\": \"\"}, {\"0\": \"11.2Primary Divisions in Surveying 140\", \"1\": \"\"}]]", "page_type": "mixed", "image": "Basic Civil Engineering (Book) ( PDF_2c59f0f0_p0004.png"} |
| {"pdf_file": "Basic Civil Engineering (Book) ( PDFDrive ).pdf", "page_num": 5, "prompt": "Analyze this page with diagrams, tables, formulas, calculations, and explanations.", "response": "[NATIVE TEXT]\nCONTENTS\n11.3\nFundamental Principles of Surveying 141\n11.4\nClassification of Surveying 142\n11.5\nPlans and Maps 143\n11.6\nScales 144\n11.7\nTypes of Graphical Scales 145\n11.8\nUnits of Measurements 148\nQuestions 148\n12 LINEAR MEASUREMENTS AND CHAIN SURVEYING\n149β175\n12.1 Methods of Linear Measurements 149\n12.2\nInstruments used in Chaining 154\n12.3\nChain Surveying 156\n12.4 Ranging 162\n12.5 Obstacles in Chaining 163\n12.6 Errors in Chaining 167\n12.7\nTape Corrections 168\n12.8\nConventional Symbols 173\nQuestions 175\n13 COMPASS SURVEYING\n176β194\n13.1\nTypes of Compass 176\n13.2\nMethod of Using a Compass 180\n13.3\nBearing 180\n13.4\nWhole Circle Bearing and Reduced Bearing 180\n13.5 Computation of Angles 182\n13.6 Declination and DIP 184\n13.7\nLocal Attraction 187\n13.8\nChain and Compass Surveying Field Work 190\nQuestions 193\n14 PLANE TABLE SURVEYING\n195β208\n14.1 Plane Table and its Accessories 195\n14.2\nWorking Operations 198\n14.3 Methods of Plane Tabling 199\n14.4 Errors in Plane Table Surveying 206\n14.5 Advantages and Limitations of Plane Table Survey 207\nQuestions 207\nRangaRakes\ntamilnavarasam.com\n\n[TABLES]\n[[{\"0\": \"CONTENTS\", \"1\": \"\"}, {\"0\": \"11.3Fundamental Principles of Surveying 141\", \"1\": \"\"}, {\"0\": \"11.4Classification of Surveying 142\", \"1\": \"\"}, {\"0\": \"11.5Plans and Maps 143\", \"1\": \"\"}, {\"0\": \"11.6Scales 144\", \"1\": \"\"}, {\"0\": \"11.7Types of Graphical Scales 145\", \"1\": \"\"}, {\"0\": \"11.8Units of Measurements 148\", \"1\": \"\"}, {\"0\": \"Questions 148\", \"1\": \"\"}, {\"0\": \"12 LINEAR MEASUREMENTS AND CHAIN SURVEYING\", \"1\": \"149β175\"}, {\"0\": \"12.1 Methods of Linear Measurements 149\", \"1\": \"\"}, {\"0\": \"12.2Instruments used in Chaining 154\", \"1\": \"\"}, {\"0\": \"12.3Chain Surveying 156\", \"1\": \"\"}, {\"0\": \"12.4Ranging 162\", \"1\": \"\"}, {\"0\": \"12.5Obstacles in Chaining 163\", \"1\": \"\"}, {\"0\": \"12.6Errors in Chaining 167\", \"1\": \"\"}, {\"0\": \"12.7Tape Corrections 168\", \"1\": \"\"}, {\"0\": \"12.8Conventional Symbols 173\", \"1\": \"\"}, {\"0\": \"Questions 175\", \"1\": \"\"}, {\"0\": \"13 COMPASS SURVEYING\", \"1\": \"176β194\"}, {\"0\": \"13.1Types of Compass 176\", \"1\": \"\"}, {\"0\": \"13.2 Method of Using a Compass 180\", \"1\": \"\"}, {\"0\": \"13.3Bearing 180\", \"1\": \"\"}, {\"0\": \"13.4 Whole Circle Bearing and Reduced Bearing 180\", \"1\": \"\"}, {\"0\": \"13.5Computation of Angles 182\", \"1\": \"\"}, {\"0\": \"13.6Declination and DIP 184\", \"1\": \"\"}, {\"0\": \"13.7Local Attraction 187\", \"1\": \"\"}, {\"0\": \"13.8Chain and Compass Surveying Field Work 190\", \"1\": \"\"}, {\"0\": \"Questions 193\", \"1\": \"\"}, {\"0\": \"14 PLANE TABLE SURVEYING\", \"1\": \"195β208\"}, {\"0\": \"14.1Plane Table and its Accessories 195\", \"1\": \"\"}, {\"0\": \"14.2 Working Operations 198\", \"1\": \"\"}, {\"0\": \"14.3 Methods of Plane Tabling 199\", \"1\": \"\"}, {\"0\": \"14.4Errors in Plane Table Surveying 206\", \"1\": \"\"}, {\"0\": \"14.5Advantages and Limitations of Plane Table Survey 207\", \"1\": \"\"}, {\"0\": \"Questions 207\", \"1\": \"\"}]]", "page_type": "mixed", "image": "Basic Civil Engineering (Book) ( PDF_2c59f0f0_p0005.png"} |
| {"pdf_file": "Basic Civil Engineering (Book) ( PDFDrive ).pdf", "page_num": 6, "prompt": "Analyze this page with diagrams, tables, formulas, calculations, and explanations.", "response": "[NATIVE TEXT]\nCONTENTS\n15 LEVEL AND LEVELLING\n209β225\n15.1\nObject and Uses of Levelling 209\n15.2 Terms Used in Levelling 209\n15.3 Levelling Instruments 211\n15.4 Levelling Staff 213\n15.5\nMethods of Levelling 214\n15.6 Terms Used in Direct Method of Levelling 215\n15.7\nTemporary Adjustments of a Level 216\n15.8\nTypes of Direct Levelling 217\nQuestions 225\n16 MODERN TOOLS OF SURVEYING\n226β236\n16.1 Theodolite 226\n16.2\nElectromagnetic Distance Measuring Instruments 231\n16.3 Total Station 233\n16.4 Global Positioning System 235\nQuestions 236\nUNIT - IV: MAPPING AND SENSING\n237β268\n17 MAPPING AND CONTOURING\n239β246\n17.1\nMapping 239\n17.2 Contours 241\n17.3 Methods of Contouring 243\nDrawing Contours 246\nQuestions 246\n18 AREAS AND VOLUMES\n247β265\n18.1\nComputation of Areas from Field Notes 247\n18.2 Computing Areas from Maps 252\n18.3 Computation of Volumes 256\nQuestions 264\n19 REMOTE SENSING AND ITS APPLICATIONS\n266β268\n19.1 Remote sensing 266\n19.2 Geographical Information System (GIS) 267\nQuestions 268\nRangaRakes\ntamilnavarasam.com\n\n[TABLES]\n[[{\"0\": \"\", \"1\": \"CONTENTS\"}, {\"0\": \"15 LEVEL AND LEVELLING\", \"1\": \"209β225\"}, {\"0\": \"15.1Object and Uses of Levelling 209\", \"1\": \"\"}, {\"0\": \"15.2Terms Used in Levelling 209\", \"1\": \"\"}, {\"0\": \"15.3Levelling Instruments 211\", \"1\": \"\"}, {\"0\": \"15.4Levelling Staff 213\", \"1\": \"\"}, {\"0\": \"15.5 Methods of Levelling 214\", \"1\": \"\"}, {\"0\": \"15.6Terms Used in Direct Method of Levelling 215\", \"1\": \"\"}, {\"0\": \"15.7Temporary Adjustments of a Level 216\", \"1\": \"\"}, {\"0\": \"15.8Types of Direct Levelling 217\", \"1\": \"\"}, {\"0\": \"Questions 225\", \"1\": \"\"}, {\"0\": \"16 MODERN TOOLS OF SURVEYING\", \"1\": \"226β236\"}, {\"0\": \"16.1Theodolite 226\", \"1\": \"\"}, {\"0\": \"16.2Electromagnetic Distance Measuring Instruments 231\", \"1\": \"\"}, {\"0\": \"16.3Total Station 233\", \"1\": \"\"}, {\"0\": \"16.4Global Positioning System 235\", \"1\": \"\"}, {\"0\": \"Questions 236\", \"1\": \"\"}, {\"0\": \"UNIT - IV: MAPPING AND SENSING\", \"1\": \"237β268\"}, {\"0\": \"17 MAPPING AND CONTOURING\", \"1\": \"239β246\"}, {\"0\": \"17.1 Mapping 239\", \"1\": \"\"}, {\"0\": \"17.2Contours 241\", \"1\": \"\"}, {\"0\": \"17.3 Methods of Contouring 243\", \"1\": \"\"}, {\"0\": \"Drawing Contours 246\", \"1\": \"\"}, {\"0\": \"Questions 246\", \"1\": \"\"}, {\"0\": \"18 AREAS AND VOLUMES\", \"1\": \"247β265\"}, {\"0\": \"18.1Computation of Areas from Field Notes 247\", \"1\": \"\"}, {\"0\": \"18.2Computing Areas from Maps 252\", \"1\": \"\"}, {\"0\": \"18.3Computation of Volumes 256\", \"1\": \"\"}, {\"0\": \"Questions 264\", \"1\": \"\"}, {\"0\": \"19 REMOTE SENSING AND ITS APPLICATIONS\", \"1\": \"266β268\"}, {\"0\": \"19.1Remote sensing 266\", \"1\": \"\"}, {\"0\": \"19.2Geographical Information System (GIS) 267\", \"1\": \"\"}, {\"0\": \"Questions 268\", \"1\": \"\"}]]", "page_type": "mixed", "image": "Basic Civil Engineering (Book) ( PDF_2c59f0f0_p0006.png"} |
| {"pdf_file": "Basic Civil Engineering (Book) ( PDFDrive ).pdf", "page_num": 7, "prompt": "Analyze this page with diagrams, tables, formulas, calculations, and explanations.", "response": "[NATIVE TEXT]\nCONTENTS\nUNIT - V: DISASTER RESISTANT BUILDING\n269β287\n20 DISASTER RESISTANT BUILDINGS\n271β281\n20.1 Earthquakes Resistant Buildings 271\n20.2 Types of Earthquakes 271\n20.3\nTerminology 272\n20.4 Magnitude and Intensity 273\n20.5\nSeismograph 273\n20.6 I.S: Codes on Earthquake Resistant Building Design 274\n20.7\nImproving Earthquake Resistance of Small Buildings 274\n20.8\nImproving Earthquake Resistance of Tall Buildings 276\n20.9\nCyclone Resistant Buildings 278\n20.10 Fire Resistant Building 279\nQuestions 281\n21 DISASTER MANAGEMENT AND PLANNING\n282β285\n21.1 Disaster Prevention Strategy 282\n21.2 Early Warning System 283\n21.3 Disaster Preparedness 283\n21.4 Disaster Mitigation 284\n21.5 Disaster Rescue and Relief Measures 284\n21.6\nDisaster Resettlement, Rehabilitation and Reconstruction 285\nQuestions 285\n22 INDIAN STANDARD CODES\n286β287\n22.1 IS Codes for Building Design 286\n22.2\nIS Codes for Building Materials and Construction 287\nQuestions 287\nRangaRakes\ntamilnavarasam.com\n\n[TABLES]\n[[{\"0\": \"UNIT - V: DISASTER RESISTANT BUILDING\", \"1\": \"269β287\"}, {\"0\": \"20 DISASTER RESISTANT BUILDINGS\", \"1\": \"271β281\"}, {\"0\": \"20.1Earthquakes Resistant Buildings 271\", \"1\": \"\"}, {\"0\": \"20.2Types of Earthquakes 271\", \"1\": \"\"}, {\"0\": \"20.3Terminology 272\", \"1\": \"\"}, {\"0\": \"20.4 Magnitude and Intensity 273\", \"1\": \"\"}, {\"0\": \"20.5Seismograph 273\", \"1\": \"\"}, {\"0\": \"20.6I.S: Codes on Earthquake Resistant Building Design 274\", \"1\": \"\"}, {\"0\": \"20.7Improving Earthquake Resistance of Small Buildings 274\", \"1\": \"\"}, {\"0\": \"20.8Improving Earthquake Resistance of Tall Buildings 276\", \"1\": \"\"}, {\"0\": \"20.9Cyclone Resistant Buildings 278\", \"1\": \"\"}, {\"0\": \"20.10 Fire Resistant Building 279\", \"1\": \"\"}, {\"0\": \"Questions 281\", \"1\": \"\"}, {\"0\": \"21 DISASTER MANAGEMENT AND PLANNING\", \"1\": \"282β285\"}, {\"0\": \"21.1Disaster Prevention Strategy 282\", \"1\": \"\"}, {\"0\": \"21.2Early Warning System 283\", \"1\": \"\"}, {\"0\": \"21.3Disaster Preparedness 283\", \"1\": \"\"}, {\"0\": \"21.4Disaster Mitigation 284\", \"1\": \"\"}, {\"0\": \"21.5Disaster Rescue and Relief Measures 284\", \"1\": \"\"}, {\"0\": \"21.6Disaster Resettlement, Rehabilitation and Reconstruction 285\", \"1\": \"\"}, {\"0\": \"Questions 285\", \"1\": \"\"}, {\"0\": \"22 INDIAN STANDARD CODES\", \"1\": \"286β287\"}, {\"0\": \"22.1IS Codes for Building Design 286\", \"1\": \"\"}, {\"0\": \"22.2IS Codes for Building Materials and Construction 287\", \"1\": \"\"}, {\"0\": \"Questions 287\", \"1\": \"\"}]]", "page_type": "mixed", "image": "Basic Civil Engineering (Book) ( PDF_2c59f0f0_p0007.png"} |
| {"pdf_file": "Basic Civil Engineering (Book) ( PDFDrive ).pdf", "page_num": 8, "prompt": "Analyze this page with diagrams, tables, formulas, calculations, and explanations.", "response": "[NATIVE TEXT]\nUNIT - I\nCIVIL ENGINEERING MATERIALS\nRangaRakes\ntamilnavarasam.com\n\n[TABLES]\n[[{\"0\": \"\", \"1\": \"UNIT - I\", \"2\": \"\"}, {\"0\": \"\", \"1\": \"CIVIL ENGINEERING MATERIALS\", \"2\": \"\"}, {\"0\": \"RangaRakes\", \"1\": \"\", \"2\": \"tamilnavarasam.com\"}]]", "page_type": "mixed", "image": "Basic Civil Engineering (Book) ( PDF_2c59f0f0_p0008.png"} |
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