As- 1400 m?b,= 1200 mmPi= 1900 N/ mm?Li: 6 KN/m40 MPa180fc=LCspan) = 20 m1200200300Assume 20%. loss @ working /erviceCanditiansDetermineVci * Vcw @500 mm from hirgesupportForce in tendon = Pe = egl 12.5m2.5m

Given: Ast = 1400 mm2 Pi = 1500 MPa LL = 6 kN/m f'c = 40 MPa L = 20 m To determine: Vci and Vcw at a…

Answered: As- 1400 mm

Engineering

Civil Engineering

As- 1400 mm

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

As- 1400 m
?
b,= 1200 mm
Pi= 1900 N/ mm?
Li: 6 KN/m
40 MPa
180
fc=
LCspan) = 20 m
1200
200
300
Assume 20%. loss @ working /ervice
Canditians
Determine
Vci * Vcw @
500 mm from hirge
support
Force in tendon = P
e = egl 1
2.5m
2.5m

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