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.

L
h
b
BEAM CROSS-SECTION
Transcribed Image Text:L h b BEAM CROSS-SECTION
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