Help pls, Thankyou 1.) The beam has a width of 300 mm, an overall depth of 600mm, and an effective depth of 520 mm. The beam is simplysupported over a span of 9 meters and carries asuperimposed dead load of 8 kN/m and a live load of 20kN/m. The specified compressive strength is 21 MPa and Fy =345 MPa. Determine the required stirrup spacing near thesupport. Use 10 mm vertical U-stirrup with fyt = 275 MPa. Usedetailed calculation for Vc.%3D%3Dwd, wLL = 9m2 — 20тт2 — 20тт2 — 20тm2 – 25mm8 – 25mm2 — 25тm@support@midspan@support

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Answered: peam has a width of 300 mm, an o d an…

peam has a width of 300 mm, an o d an effective depth of 520 mm. T ed over a span of 9 meters and ca posed dead load of 8 kN/m and a

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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Question

Help pls, Thankyou

1.) The beam has a width of 300 mm, an overall depth of 600
mm, and an effective depth of 520 mm. The beam is simply
supported over a span of 9 meters and carries a
superimposed dead load of 8 kN/m and a live load of 20
kN/m. The specified compressive strength is 21 MPa and Fy =
345 MPa. Determine the required stirrup spacing near the
support. Use 10 mm vertical U-stirrup with fyt = 275 MPa. Use
detailed calculation for Vc.
%3D
%3D
wd, wL
L = 9m
2 — 20тт
2 — 20тт
2 — 20тm
2 – 25mm
8 – 25mm
2 — 25тm
@support
@midspan
@support

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