Q1 // For cantilever beam shown in Fig. below if service live load = 72 kN/m, service dead load = 30 kN/m, fc' = 23 Mpa, fy = 350 Mpa. Design beam for flexure. L.L.=72kN/m, D.L.-30kN/m 880mm Φ12 3.5 m

Q1 // For cantilever beam shown in Fig. below if service live load = 72 kN/m, service dead load = 30 kN/m, fc' = 23 Mpa, fy = 350 Mpa. Design beam for flexure. L.L.=72kN/m, D.L.-30kN/m 880mm Φ12 3.5 m

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter10: Plate Girders

Section: Chapter Questions

Problem 10.7.8P

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Q1 // For cantilever beam shown in Fig. below if service live load = 72 kN/m,
service dead load = 30 kN/m, fc' = 23 Mpa, fy = 350 Mpa.
Design beam for flexure.
L.L.-72kN/m, D.L.-30kN/m
880mm
Φ12
3.5 m
300mm

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