HW #1 Load Path Analysis & Snow loads-4
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CE 450/597: HW Assignment 1
Name: ___________________________
Assigned: 28 Aug 2023
Tributary Area & Gravity Loads
Due: September 6, 2023
Problem 1 (10 points)
Determine the following using the floor framing plan below. Assume this is an upper story in a multistory
office building, but not the roof (no roof loads). Perform live load reduction as appropriate. The floor is
subjected to service (unfactored) loads of D = 35 psf and L
o
= 75 psf. Factor loads as follows: 1.2D + 1.6L.
a.
Determine the maximum factored bending moment on interior floor beam D1-D2
b.
Determine the factored load at the base of interior Column C4 assuming six (6) stories.
Problem 2 (10 points)
Determine the following using the floor framing plan below if the floor is subjected to a uniform load of
60 psf.
a.
Determine the maximum factored moment on an interior floor beam in the northernmost bay.
b.
Determine the maximum factored shear on Girder B2-B3.
CE 450/597: HW Assignment 1
Name: ___________________________
Assigned: 28 Aug 2023
Tributary Area & Gravity Loads
Due: September 6, 2023
c.
Determine the factored load at the base of interior Column B2 assuming five stories.
Problem 3 (5 points)
Determine the ground snow load at the University of Minnesota - Twin Cities, Minneapolis, MN, using
the online ASCE 7-16 Ground Snow Load tool (
http://hazards.atcouncil.org
).
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