Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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Please give the correct dolution and answer of this problem in principle of reinforced/presstressed concrete
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- Figure 2(a) shows a 6 m long cantilever concrete beam with a uniformly distributed load of w= 25 kN/m. The beam has a T-section and is bolted to a steel plate (200 x 10 mm) to form a composite section as shown in Figure 2 (b). The modulus of elasticity is 25 GPa for the concrete beam and 200 GPa for the steel plate. The dimensions of the concrete sections are: a=600, b= 40 and c-700 mm. Steel plate * 200 mm (200x10 mm) 10 mm W kN/m B concrete Lm (a) Simply supported T-Beam amm (b) Cross-section Figure 2 bmm karrow_forwardCRACKED ANALYSIS ON BEAMarrow_forwardNumber 1 (parts i, ii, iii) please :)arrow_forward
- The composite shaft shown consists of a solid brass segment (1) and a solid aluminum segment (2) that are connected at flange B and securely attached to rigid walls at A and C. Brass segment (1) has a diameter of 18 mm, a length of L₁ 235 mm, and a shear modulus of 39 GPa. Aluminum segment (2) has a diameter of 24 mm, a length of L₂ = 165 mm, and a shear modulus of 28 GPa. If a concentrated torque of 270 N-m is applied to flange B, determine (a) the maximum shear stress magnitudes in segments (1) and (2). (b) the rotation angle of flange B relative to support A. N 235 mm (1) B 165 mm Partial Ans: Max shear stress in Member 1 is 55.7 MPa 270 N-m (2)arrow_forwardTwo pieces of wood, 60 mm by 120 mm each are glued together along the 40° joint. The permissible normal stress in the glue is limited to 100 MPa. The maximum safe load that can be applied at the joint is P+ 40° 60 mm Parrow_forward
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