Pls answer with complete solution. Asap pls 30 mins A rectangular cantilever beam has the following properties. Compression steel if required shall have itscentroid " d'" mm from the extreme fiber. Calculate the required steel area at the support of the beam. Use23.6 kN/m3 for the unit weight of the concrete.PWGiven:width of beam, b =530mmdepth of beam, h =800mmclear cover up to center of tension65mmbars =d' =65mmf'c =35MPafy =275MPawDL =38kN/mPDL =55kNwLL =75kN/mPLL =78kNLength of beam =Required Tension Steel Area =mm2Required Compression Steel Area (if needed)mm2E

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Answered: A rectangular cantilever beam has the…

Engineering

Civil Engineering

A rectangular cantilever beam has the following properties. C

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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Concept explainers

Collection Systems

The collection systems form a part of sanitary engineering, which is a sub-branch of civil engineering. It is also known as public health engineering and wastewater engineering. It is a methodology followed to remove and properly dispose of human waste, along with creating systems to provide safe and clean usable water. These measures ensure a hygienic and disease-free community. Sanitary engineering, apart from building sewer disposal units, is also involved in plumbing, fire protection, hydraulics, life safety, environmental protection, information technology, microbiology, pathology, and so on.

Question

Pls answer with complete solution. Asap pls 30 mins

A rectangular cantilever beam has the following properties. Compression steel if required shall have its
centroid " d'" mm from the extreme fiber. Calculate the required steel area at the support of the beam. Use
23.6 kN/m3 for the unit weight of the concrete.
P
W
Given:
width of beam, b =
530
mm
depth of beam, h =
800
mm
clear cover up to center of tension
65
mm
bars =
d' =
65
mm
f'c =
35
MPa
fy =
275
MPa
wDL =
38
kN/m
PDL =
55
kN
wLL =
75
kN/m
PLL =
78
kN
Length of beam =
Required Tension Steel Area =
mm2
Required Compression Steel Area (if needed)
mm2
E

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