(1)TUT1122164#812"ftAWPL = 2.0 KLf including self-weightCOLL= 3,0 KLfNWC,Cover=1.5"fé= 4000 psi, fy = 60 ksin=8.(1) SPL(2) SLL(3) SpL+LL(4) Slong-termafter 4yearsassume that 25%of the live loadare continuously appliedfor 48 months.

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Answered: 0) SPL (3) SDLTLL (2) SLL (4) S after 4…

Engineering

Civil Engineering

0) SPL (3) SDLTLL (2) SLL (4) S after 4 years assuming that 25% of the live load are continuously applied long-term

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

Pressure and Stress

Question

(1)
TUT
11
22
16
4#8
12"
ft
A
WPL = 2.0 KLf including self-weight
COLL= 3,0 KLf
NWC,
Cover=1.5"
fé= 4000 psi, fy = 60 ksi
n=8.
(1) SPL
(2) SLL
(3) SpL+LL
(4) S
long-term
after 4
years
assume that 25%
of the live load
are continuously applied
for 48 months.

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Step 1: Introduce the problem statement

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Step 2: Evaluate basic cross-sectional properties

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Step 3: Locate neutral axis

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Step 4: Compute cracked moment of Inertia

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Step 5: Compute effective moment of Inertia

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Step 6: Determine instantaneous deflection

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Step 7: Compute sustained load deflection

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Step 8: Compute long term deflection

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