A 3m-LONG CANTILEVER BEAM IS CARRYING A UNIFORM DEADLOAD OF 20 kN/m (EXCLUDING SELFWEIGHT OF THE BEAM), AND A LIVE LOAD OF 15 kN/m. OTHER GIVEN: fc = 27.5 MPa fy = 414 MPa b = 300mm h = 600mm diameter of main reinforcements, db = 25mm diameter of transverse reinforcements, ds = 12mm use clear concrete cover of 45mm unit weight of concrete is 25kN/m3 Solve for the following: a. As (area) required b. No. of 25mm reinforcements required to resist Mu c. Spacing of stirrups at the critical location (d from face of the support) - use manual calculations, show your solutions.
A 3m-LONG CANTILEVER BEAM IS CARRYING A UNIFORM DEADLOAD OF 20 kN/m (EXCLUDING SELFWEIGHT OF THE BEAM), AND A LIVE LOAD OF 15 kN/m. OTHER GIVEN: fc = 27.5 MPa fy = 414 MPa b = 300mm h = 600mm diameter of main reinforcements, db = 25mm diameter of transverse reinforcements, ds = 12mm use clear concrete cover of 45mm unit weight of concrete is 25kN/m3 Solve for the following: a. As (area) required b. No. of 25mm reinforcements required to resist Mu c. Spacing of stirrups at the critical location (d from face of the support) - use manual calculations, show your solutions.
Architectural Drafting and Design (MindTap Course List)
7th Edition
ISBN:9781285165738
Author:Alan Jefferis, David A. Madsen, David P. Madsen
Publisher:Alan Jefferis, David A. Madsen, David P. Madsen
Chapter15: Site Plan Layout
Section: Chapter Questions
Problem 15.14Q
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A 3m-LONG CANTILEVER BEAM IS CARRYING A UNIFORM DEADLOAD OF 20 kN/m (EXCLUDING SELFWEIGHT OF THE BEAM), AND A LIVE LOAD OF 15 kN/m.
OTHER GIVEN:
fc = 27.5 MPa
fy = 414 MPa
b = 300mm
h = 600mm
diameter of main reinforcements, db = 25mm
diameter of transverse reinforcements, ds = 12mm
use clear concrete cover of 45mm unit
weight of concrete is 25kN/m3
Solve for the following:
a. As (area) required
b. No. of 25mm reinforcements required to resist Mu
c. Spacing of stirrups at the critical location (d from face of the support) - use manual calculations, show your solutions.
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