The reinforced concrete beam shown has a width of 400 mm and a totaldepth of 610 mm. It is loaded with a super imposed dead of 25 kN/m,and live load of 12 kN/m. Pdl =60kN and Pll = 40kN There are 3-25mmdiameter bars arranged in a single layer at the bottom of the beam, witha clear covering of 50 mm. Another 2 -20 mm diameter bars are locatedat the top of the beam with the same clear covering. Determine thecritical spacing of 10mm diameter stirrups. Use f = 28MPa, fy = 420MPa, fyt = 275 MPa.P in KNP in KNw in kN/mSteel I Generic7.0 m2.0 m5.0 m

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ne reinforced concrete beam shown has a width of 400 mm and a total epth of 610 mm. It is loaded with a super imposed dead of 25 kN/m, nd live load of 12 kN/m. PDL =60kN and PLL = 40KN There are 3-25mm ameter bars arranged in a single layer at the bottom of the beam, with clear covering of 50 mm. Another 2 -20 mm diameter bars are located the top of the beam with the same clear covering. Determine the itical spacing of 10mm diameter stirrups. Use fo 28MPa, fy = 420 Pa, fyt = 275 MPa. = P in KN P in KN w in kN/m Steel I Generic

ne reinforced concrete beam shown has a width of 400 mm and a total epth of 610 mm. It is loaded with a super imposed dead of 25 kN/m, nd live load of 12 kN/m. PDL =60kN and PLL = 40KN There are 3-25mm ameter bars arranged in a single layer at the bottom of the beam, with clear covering of 50 mm. Another 2 -20 mm diameter bars are located the top of the beam with the same clear covering. Determine the itical spacing of 10mm diameter stirrups. Use fo 28MPa, fy = 420 Pa, fyt = 275 MPa. = P in KN P in KN w in kN/m Steel I Generic

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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