Instruction: Solve the following problems. Show your brief solution. Kindly box your final answer. 1. Determine the adequacy of a W 10 x 33 section for the left support to carmry the given loads from the beam thru Euler's formula and proportional limit. Proportional limit is equal to 250 MPa., E = 200000 MPa and a factor of safety of 3. Length of the column is 5 m. Assume one end fixed and the 90 kN 90 kN 286 kN.m 5KN/m 3 m 3 m 3 m other end hinged. Properties of the section A = 6265 mm2 Ix 71.18 x 106 mm4 ly = 15.2 x 106 mm4

Instruction: Solve the following problems. Show your brief solution. Kindly box your final answer. 1. Determine the adequacy of a W 10 x 33 section for the left support to carmry the given loads from the beam thru Euler's formula and proportional limit. Proportional limit is equal to 250 MPa., E = 200000 MPa and a factor of safety of 3. Length of the column is 5 m. Assume one end fixed and the 90 kN 90 kN 286 kN.m 5KN/m 3 m 3 m 3 m other end hinged. Properties of the section A = 6265 mm2 Ix 71.18 x 106 mm4 ly = 15.2 x 106 mm4

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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