Question

You are given the following scenario information:

x-section : std wt, pipe 5”, nominal

diameter n/a inches

length 8 feet

Beam wt.(neglect) 0lb/ft

Load 1200lb/ft

First, enter the modules for steel in psi, in ksi, or in 10^6 psi. _______?

What is the moment of inertia for the x-section to the nearest whole in^4?

If the allowable deflection is 1/360 span, what is the allowable deflection (in inches) to two significant figures?

What is the maximum deflection to two significant figures?

Does the beam pass, yes or no?

Answer 1

Given Data? M Pipe dia =5" length = 8 feet Load 1900 (blft = 1-2 klift Dallo ܐ allow 360 1200 lblfz- 8? () Elastic Modelles of Steel F = 29000 ksi E 29x106 psi (11) IX - I de 64 T Eu xg4 30.679 in4 (1) Dallot - 11 L 360 1346 8x12 360 0.266 in (iv) u 5W24 5% 1200 * (8412) 12 38 EI 384 29000X writtu 30.679 0-124 in. Total Dallacable Beam is Safe Thank you..