Fundamentals of Structural Analysis
5th Edition
ISBN: 9780073398006
Author: Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning
Publisher: McGraw-Hill Education
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Chapter 8, Problem 26P
To determine
Find the horizontal and vertical deflection of hinge at C.
Find the slope of the member AB.
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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!
Please solve the question in the picture make sure you show all of your work and show every step you do please. Thank you so much for your help!
Chapter 8 Solutions
Fundamentals of Structural Analysis
Ch. 8 - Prob. 1PCh. 8 - For the truss in Figure P8.1, compute the vertical...Ch. 8 - Prob. 3PCh. 8 - Prob. 4PCh. 8 - The pin-connected frame in Figure P8.3 is...Ch. 8 - For the pin-connected frame in Figure P8.5, in...Ch. 8 - Prob. 7PCh. 8 - Prob. 8PCh. 8 - Prob. 9PCh. 8 - (a) Compute the horizontal displacement of joint B...
Ch. 8 - Prob. 11PCh. 8 - Prob. 12PCh. 8 - (a) Compute the vertical deflection of joint D...Ch. 8 - Prob. 14PCh. 8 - (a) In Figure P8.15 compute the vertical and...Ch. 8 - Prob. 16PCh. 8 - Prob. 17PCh. 8 - Prob. 18PCh. 8 - Prob. 19PCh. 8 - Prob. 20PCh. 8 - Prob. 21PCh. 8 - Prob. 22PCh. 8 - Prob. 23PCh. 8 - Prob. 24PCh. 8 - Prob. 25PCh. 8 - If supports A and E in Figure P8.26 are...Ch. 8 - In Figure P8.27 support D is constructed 1.5 in....Ch. 8 - Prob. 28PCh. 8 - Prob. 29PCh. 8 - Compute the vertical displacement of joints B and...Ch. 8 - Prob. 31PCh. 8 - (a) Compute the slope at A and the horizontal...Ch. 8 - Prob. 33PCh. 8 - Prob. 34PCh. 8 - Prob. 35PCh. 8 - Compute the vertical deflection of joint C in...Ch. 8 - Compute the vertical deflection at B and the...Ch. 8 - Prob. 38PCh. 8 - Prob. 39PCh. 8 - Prob. 40PCh. 8 - Prob. 41PCh. 8 - Prob. 43P
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