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Given:
beam deminsions: flange width=22" FLANGE THICKNESS=7" WEB WIDTH=7" SECTION HEIGHT=40"
f'c=5000psi f'ci=3500psi fpu=270ksi Ap=eighteen 1/2" diam strands superimposed load=.85k/ft: 40' simple span Type I cement; moist cured Pretensioned beam Required:
1. Estimate prestress losses at midspan 90 days after release. (elastic shortening,creep,shrinkage,steel relaxation)
convert whole circle bearing to reduce bearing formula
Absolute is equivalent to gauge pressure plus atmospheric.
Millennium mills redevelopment project assignment in group Presentation
explain about vee bee test
At what places deep foundation are made?
Describe the process of yielding and state the effect work hardening has on the yield point of mild steel using suitable sketches where appropriate.
what is the application of silica,aluminaand magnesium in bricks?
IN CASE CUBE IS FAIL WHAT CAN IDO
effective CBR
Softening Point Test: The temperature at which bitumen softens is determined by the "Ring and Ball" test (Figure). (a) Diagram of Apparatus at Beginning of Test (b
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