Q2) For single story building shown in Figure below, all bcams are 300x500 mm, all columns are 300x300 mm. The building subjected to dcad load 3 KN/m and the roof live load 8 KN/m2 5m. 0.3 a. The slab thickness for deflection control. b. Check the shear adequacy of the slab. c. By using Ø 12 mm, what is the required 12 m positive reinforcement at section A-A?. d. If the top reinforcement at section B-B is Ø 12 mm @ 200 mm, show if this reinforcement is adequate to support the applied load? c. Find the maximum applied load on beam A &B 0.3, B 12 m 0.3 12@200 53m 530 m 01 Good Luck

Q2) For single story building shown in Figure below, all bcams are 300x500 mm, all columns are 300x300 mm. The building subjected to dcad load 3 KN/m and the roof live load 8 KN/m2 5m. 0.3 a. The slab thickness for deflection control. b. Check the shear adequacy of the slab. c. By using Ø 12 mm, what is the required 12 m positive reinforcement at section A-A?. d. If the top reinforcement at section B-B is Ø 12 mm @ 200 mm, show if this reinforcement is adequate to support the applied load? c. Find the maximum applied load on beam A &B 0.3, B 12 m 0.3 12@200 53m 530 m 01 Good Luck

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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1. A rectangular reinforced concrete beam has the follawing properties: Beam Span, L 6 m Beam width, b = 320 mm Effective depth, d = 640 mm Concrete strength, fc 25 Mpa Reinforcing steel strength, fy 200 MPa a. Compute the (Vanominal shear strength provided by the concrete. b. Compute the (V.) shear capacity of stirrups if it carries a Vu = 200 KN at critical point c. Compute the spacing of stirrups using 10 mm diameter rebar
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Problem #1. The base of a rectangular reinforced concrete beam is 300mm and the effective depth is 550mm. Concrete compressive strength on the 28" day is 24MPA and steel yield strength is 415MP.. Determine : a. The depth of compression block (in mm, 2 decimal places), the strain in the tension steel (5 decimal places) and ultimate moment capacity (in KN.m, nearest tenth) of the beam if it is reinforced with 4-32mm diameter bars. b. The depth of compression block, the strain in the tension steel and ultimate moment capacity of the beam if it is reinforced with 4-20mm diameter bars.
Problem The following are the dimensions of a concrete T-beam section Width of flange, bf = 600 mm Thickness of flange, tf = 80 mm Width of web, bw = 300 mm Effective depth, d = 500 mm The beam is reinforced with 3-32 mm diameter bars in tension and is carrying a moment of 100 kN.m. Find the total compressive force in the concrete. Use n = 9.
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