MindTap Engineering, 2 terms (12 months) Printed Access Card for Moaveni's Engineering Fundamentals, SI Edition, 5th
5th Edition
ISBN: 9781305110250
Author: MOAVENI, Saeed
Publisher: Cengage Learning
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Chapter 16, Problem 6P
To determine
Draw the top, the front and the right side orthogonal views of the given object and indicate when an object needs only one or two views.
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Please solve this and make sure you show all of your work, Thank you for your help!
15'-0"
15'-0"
Architect specifications:
1) Superimposed dead load (including finishes, partition, mep etc) for each floor are shown next page.
2) The facade weight is 200 plf and it's all around the building, the parapet weight at the roofs is 100 plf. Don't forget to add these loads at the perimeter beams.
3) Wind Load is 30 psf
4) Use steel or LVL for beams, TJI of common wood for joists.
5) Submit your calc package by Sunday May 11th
ALL STRUCTURAL ITEMS IN RED ARE PART OF THE GRAVITY SYSTEM
ALL STRUCTURAL ITEMS IN BLUE ARE PART OF THE LATERAL SYSTEM
I
10'-0"
2
10'-0"
10'-0"
B I
I
I
LAYOUR FOR OFFICES
Things Required
Dead and Live Load Schedule
Gravity design for office floor -
Load calculations (DL + LL + facade load if on perimeter)
Beam sizing
Joist spacing/type (TJI or LVL)
Provide calculations for:
Reaction forces
Maximum moments
Shear
•
Beam sizes (steel or LVL)
Key Map of elements (your office layout plan with beam/joist marks)
I
please solve the problem in the picture make sure you show all of your work, thank you so much for your help!
Chapter 16 Solutions
MindTap Engineering, 2 terms (12 months) Printed Access Card for Moaveni's Engineering Fundamentals, SI Edition, 5th
Ch. 16.1 - Prob. 1BYGCh. 16.1 - Prob. 2BYGCh. 16.1 - Prob. 3BYGCh. 16.1 - Prob. 4BYGCh. 16.1 - Prob. BYGVCh. 16.3 - Prob. 1BYGCh. 16.3 - Prob. 2BYGCh. 16.3 - Prob. 3BYGCh. 16.3 - Prob. 4BYGCh. 16.3 - Prob. 5BYG
Ch. 16.3 - Prob. BYGVCh. 16.4 - Prob. 1BYGCh. 16.4 - Prob. 2BYGCh. 16.4 - Give examples of common electrical engineering...Ch. 16.4 - Prob. 4BYGCh. 16.4 - VocabularyState the meaning of the following...Ch. 16 - Prob. 1PCh. 16 - Prob. 2PCh. 16 - Prob. 3PCh. 16 - Prob. 4PCh. 16 - Prob. 5PCh. 16 - Prob. 6PCh. 16 - Prob. 7PCh. 16 - Prob. 8PCh. 16 - Prob. 9PCh. 16 - Prob. 10PCh. 16 - Prob. 11PCh. 16 - Prob. 12PCh. 16 - Prob. 13PCh. 16 - Prob. 14PCh. 16 - Prob. 15PCh. 16 - Prob. 16PCh. 16 - Prob. 17PCh. 16 - Prob. 18PCh. 16 - Prob. 19PCh. 16 - Prob. 20PCh. 16 - Prob. 21PCh. 16 - Prob. 22PCh. 16 - Prob. 23PCh. 16 - Prob. 24PCh. 16 - Prob. 25PCh. 16 - Prob. 26PCh. 16 - Prob. 27PCh. 16 - Prob. 28PCh. 16 - Prob. 29PCh. 16 - Prob. 30PCh. 16 - Prob. 31PCh. 16 - Prob. 32PCh. 16 - Prob. 33PCh. 16 - Prob. 34PCh. 16 - Prob. 35PCh. 16 - Prob. 36PCh. 16 - Prob. 37PCh. 16 - Prob. 38PCh. 16 - Prob. 39PCh. 16 - Prob. 40PCh. 16 - Prob. 41PCh. 16 - Prob. 42PCh. 16 - Prob. 43PCh. 16 - Prob. 44PCh. 16 - Prob. 45PCh. 16 - Prob. 46PCh. 16 - Prob. 47PCh. 16 - Prob. 48PCh. 16 - Prob. 49PCh. 16 - Prob. 50P
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