TITLE: FLEXURAL ANALYSIS OF BEAMS (STRENGTH METHOD) PROBLEM: A cantilever beam shown supports a uniform service (unfactored) deadload of 15 kN/m plus its own weight and a concentrated service (unfactored) liveload of 53.4 kN. The concrete is normal-weight concrete with f'c = 27.6 MPa and fy = 414 MPa for steel. Use unit weight of concrete equal to 23.5 kN/m³. Required: a. Draw the shear and momemt diagram. b. Draw the strain diagram, stress diagram and the internal forces diagram. c. Determine if the section is ductile using ACI 318-99 and NSCP 2015. d. Check the adequacy using ACI 318-99 and NSCP 2015: ĐM, 2 My 6— 25mmо bars 450 тm 387.5 mm 750 mm Live load, PL = 53.4 kN WD =15 kN/m + weight of beam 2.70 m 0.30 m COMPUTATION: Computation must be complete.

TITLE: FLEXURAL ANALYSIS OF BEAMS (STRENGTH METHOD) PROBLEM: A cantilever beam shown supports a uniform service (unfactored) deadload of 15 kN/m plus its own weight and a concentrated service (unfactored) liveload of 53.4 kN. The concrete is normal-weight concrete with f'c = 27.6 MPa and fy = 414 MPa for steel. Use unit weight of concrete equal to 23.5 kN/m³. Required: a. Draw the shear and momemt diagram. b. Draw the strain diagram, stress diagram and the internal forces diagram. c. Determine if the section is ductile using ACI 318-99 and NSCP 2015. d. Check the adequacy using ACI 318-99 and NSCP 2015: ĐM, 2 My 6— 25mmо bars 450 тm 387.5 mm 750 mm Live load, PL = 53.4 kN WD =15 kN/m + weight of beam 2.70 m 0.30 m COMPUTATION: Computation must be complete.

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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