Om A 1+(ec/k²)sec[0.5JP/(EA)(L/k)] where ec/k?=the eccentricity ratio and E is the modulus of elasticity. If for a steel beam, E=200,000 MPa, ec/k²=0.4 and ơm=250 MPa, P/A for L/k=50. Use bisection method with compute error=0.000001. The value of P/A is Express your answer (numerical value) up to three digits after the decimal point. Blank 1

Om A 1+(ec/k²)sec[0.5JP/(EA)(L/k)] where ec/k?=the eccentricity ratio and E is the modulus of elasticity. If for a steel beam, E=200,000 MPa, ec/k²=0.4 and ơm=250 MPa, P/A for L/k=50. Use bisection method with compute error=0.000001. The value of P/A is Express your answer (numerical value) up to three digits after the decimal point. Blank 1

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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