Compute the safe factored uniformly distributed dead load that will be added to the weight of the beam. The beam is simply supported with a span of 6m andcarries a uniformly distributed live load of 20KN/m. USE yconc =2 4KN/m3.b = 280mmd = 415 mmfc' = 25MPAfy = 420MPAAs = 6-20mm diameter barsTHE ANSWER ISKN/mUSE 2015 NSCP

Step :1 C = T 0.85 fc’ a b =As fs fs = 2x 10^5 Ɛt Ɛt/d—c =0.003/c fs = (2x 10^5)x(0.003/c)x(d-c)…

Compute the sale lactored un distributed dead load that will be added to the weight of trhe bearm. Tne bearm iS simply Supported with a sp carries a uniformly distributed live load of 20KN/m. USE yconc =2 4KN/m3. b = 280mm d = 415 mm fc' = 25MPA fy = 420MPA As = 6-20mm diameter bars

Compute the sale lactored un distributed dead load that will be added to the weight of trhe bearm. Tne bearm iS simply Supported with a sp carries a uniformly distributed live load of 20KN/m. USE yconc =2 4KN/m3. b = 280mm d = 415 mm fc' = 25MPA fy = 420MPA As = 6-20mm diameter bars

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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