Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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Describe about the consolidated–undrained (C–U) shear test.
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- A 5m concrete beam, 300mm x 600mm in dimension, is reinforced for tension with 3-25mm - diameter bars using design properties of fc' = 28MPa, fs = 138MPa, n = 9, 40mm clear cover, determine: (a) The cracking moment of the beam; (b) The safe moment capacity of the beam using transformed area method (c) Investigate the flexural adequacy if the design beam to carry the given loads Consider 24kN/m3 in computing the beam weight. 15 kN/m 10 kN/m 3 m 30 kN/m 20 kN/m 3 marrow_forwardANSWER QUESTION NO. 2 ONLYarrow_forwardANSWER QUESTION NO. 3 ONLYarrow_forward
- The concrete post is reinforced using six steel reiforcing rods, each having a diameter of 20 mm. Determine the stress in the concrete and the steel if the post is subjected to an axial load of 900 KN. Assume that E = 200 GPa for steel, and E = 25 GPa for concrete 900 KN 250 mm 375 mmarrow_forwardWhat are shear strength result of the consolidated–undrained (C–U) shear test?arrow_forwardNeed the answer ASAParrow_forward
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