Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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- . A beam is constructed from a reinforced 50mm x 200mm section of timber using two L120x80x12 steel angle sections. Considering that the effort allowable stress in wood is 10 MPa, and the allowable stress in steel is 110 MPa. Determine the maximum positive and negative moment that the beam can supportarrow_forwardA reinforced concrete beam has a simple span of 4.5 m and carries a dead load of 20 kN/m and live load of 35 kN/m. Steel covering is 75 mm. Using f’c= 28 MPa and fy = 415 MPa. Determine the maximum moment due to the factored loads. Determine the least dimensions of the beam using the maximum allowable reinforcement ratio Determine the maximum area of steel.arrow_forwardA rectangular beam has a width 300 mm and an effective depth of 387.5 mm is reinforced with 4-25 mm øcorrugated bars. f’c= 24.13 MPa, fy= 413.7 MPa. a)Compute the balanced steel ratio b)Compute the tension reinforcement index c)Compute the nominal moment capacity of the beamarrow_forward
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