Given a 20k6 joist, span =25ft, unfactored load; DL= 55psf an LL=33psf the maximum spacing that...
Given a 20k6 joist, span =25ft, unfactored load; DL= 55psf an LL=33psf
the maximum spacing that the joists could be placed at would be
A) 14'0"
B) 5'6"
C) 5'0"
D) 6'6"
or whatever you think
Homework Answers
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Given a 20k6 joist, span =25ft, unfactored load; DL= 55psf an
LL=33psf
the maximum spacing that...
5" Floor Slab (R/C) Other Dead Load /O Live Load =125 Max, LL Deflection = L...
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9.2-5 The defiuction curve for a cantilever beam AB (see fgure) is given b 120LEI Describe the load acting on the beam. 2 .3-6 Calculate the maximum deflection dma of a uniformly loaded simple beam if the span length L 5 2.0 m, the intensity of the uniform load g 5 2.0 kN/m, and the maximum bending stress s 5 60 MPa. rn X The cross section of the beam is square, and the material is...
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Show all steps
Problem 1: Select a W-shape beam for the following load scenario. Assume there is bracing at the ends and at midspan. Use A992 steel. The deflection limit is given as L/360. (35 points) DL = 0.75 k/ft LL = 1.00 k/ft 15 ft 15 ft a. Using AISC LRFD, compute the factored design load, Mu, acting on the member. (ANS. b. What section would you select if you did not consider the moment gradient? (ANS. c. Account...
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