chunk_28.json•1.5 kB
{
"id": "chunk_28",
"text": "30 PRINT” All units i.e. material strength \nspecifications in Kips per square inch, Height of \nretaining wall in feet, Linear dimensions of heel \nand toe i.e length in feet, thickness of stem in \ninches at top” \n \n35 PRINT “Length of base from toe up to stem in \nfeet, length of base from heel up to back face \nof stem in feet, weight of backfill soil in pounds \nper cubic foot, weight of base soil in pounds per \ncubic foot” \n \n40 PRINT” Coefficients of base soil factor in \ndegrees passive soil pressure, slope batter front \nface of wall in decimal i.e X:Y where X is run \nand Y is rise” \n \n45 PRINT” Angle of inclination of backfill soil from \ntop of wall in degrees, coefficient factor of base \nsoil in degrees, passive soil pressure in degrees” \n \n50 PRINT “Weight of concrete is taken as 150 \npounds per cubic foot, refer to tables by Joseph \nE. Bowles for determining soil bearing pressure \nat base i.e. Nc,Ny,Ic,Iq, Iy,Dc,Dq, & Dy as input \nstatement” \n \n55 PRINT” For Shear and moment use 0.90 for",
"metadata": {
"book_id": 34880,
"title": "BASIC-STRUCTURAL-388457483-Retaining-Wall-Design-Analytical-and-Computer-Methods-By-Ben-David-CE",
"authors": "Ben David",
"project": "basic_structural",
"content_source": "ocr",
"content_length": 39295,
"chunk_index": 28,
"line_start": 1146,
"line_end": 1174,
"has_formulas": false,
"has_tables": false
}
}