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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)
Compare the probabilities: Use the central limit theorem to compute P (¦ X - μ ¦ ≥ k), k = 1, 2,3,4,5 where X and μ are as defined in Example. Compare the probabilities with t
what are the defects in timber
Two load tests were conducted at a site-one with a 0.5 m square test plate and the other with a 1.0 m square test plate. For a settlement of 25 mm, the loads were found to be 60 kN
A 70-ft long, ¾" diameter, 6 x 7 FC wire rope is resisting a tension force of 12-kips. The elastic stretch of the steel wire rope given the following properties is most nearly: E
Airport Management: Airlines (a) Adequate space for each airline for ticketting, check-in and baggage handling, and (b) Adequate space for airline staff.
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Hi need help with designing a 10 story concrete building with basement car park. Need help with calculations in line with eurocodes. Is this something you can help with?
A contractor has both a 3-cy and a 5-cy shovel in the equipment fleet. Select the minimum size shovel that will excavate 450,000 bcy of common earth in a minimum of 120 working day
Explain equation for Change Interval y = t + v / 2a + 64.4G Where: y = length of yellow interval (sec) t = driver perception/reaction time (1.0 sec generally used)
detail notes
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