A beam 300 mm wide x 450 m deep is simply supported on a span of 6.8 m. Given: Superimposed uniformly distributed: Dead Load = 18 kN/m Live Load = 16 kN/m Concrete, fc' = 30 MPa Steel yield strength, fy = 415 MPa Modulus of Elasticity Steel = 200 GPa Unit weight of concrete = 23.5 kN/m³ Depth to the centroid of tension reinforcement = 70 mm from the bottom Compute the nominal bending capacity of the section if the tension reinforcement consists of 3 - 25 mm dia. bars. (kN-m) Tip: avoid rounding off the values during the solution, use shift store function of calculators to get the correct answer in 3 decimal places.

A beam 300 mm wide x 450 m deep is simply supported on a span of 6.8 m. Given: Superimposed uniformly distributed: Dead Load = 18 kN/m Live Load = 16 kN/m Concrete, fc' = 30 MPa Steel yield strength, fy = 415 MPa Modulus of Elasticity Steel = 200 GPa Unit weight of concrete = 23.5 kN/m³ Depth to the centroid of tension reinforcement = 70 mm from the bottom Compute the nominal bending capacity of the section if the tension reinforcement consists of 3 - 25 mm dia. bars. (kN-m) Tip: avoid rounding off the values during the solution, use shift store function of calculators to get the correct answer in 3 decimal places.

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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