1. Determine the ultimate LL capacity (2015 NSCP strength design) of a T-beam which has a simple span of 9.15 m and with the ff properties: flange width 71 cm, flange thickness 15 cm, web thickness 25 cm, web depth 60 cm, reinforcement- 6-32 mm Grade 415 rebars, d = 66 cm. fc' = 20.70 MPa. %3D

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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1. Determine the ultimate LL capacity (2015
NSCP strength design) of a T-beam which has a
simple span of 9.15 m and with the ff
properties: flange width 71 cm, flange
thickness 15 cm, web thickness 25 cm, web
depth 60 cm, reinforcement- 6-32 mm Grade
415 rebars, d = 66 cm. fc' = 20.70 MPa.
%3D
%3D
Transcribed Image Text:1. Determine the ultimate LL capacity (2015 NSCP strength design) of a T-beam which has a simple span of 9.15 m and with the ff properties: flange width 71 cm, flange thickness 15 cm, web thickness 25 cm, web depth 60 cm, reinforcement- 6-32 mm Grade 415 rebars, d = 66 cm. fc' = 20.70 MPa. %3D %3D
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