Structural Analysis (MindTap Course List)
5th Edition
ISBN: 9781133943891
Author: Aslam Kassimali
Publisher: Cengage Learning
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Chapter 10, Problem 24P
To determine
Find the substructure for analysis of symmetric response.
Find the substructure for analysis of antisymmetric response.
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The farming plan of steel structure has 30 ft long simply supported beams spaced at 8 ft apart. The beams carry dead loads (D) and live loads (L). The selected beam size is W 18x50. 1) Based on 0.3Fy allowable stress limit due to dead loads only (D), what will be the maximum D load in psf that can be applied to the beams? Ignore beam weight. 2) Using the D load obtained from Part 1 and based on 0.6Fy allowable stress limit due to combined dead loads and live loads, what will be the maximum live load L in psf that can be applied to the beams? 3) If the maximum mid span deflection due to live loads (L) is L/360 ( or 1.0 in in this case), what will be the maximum L load in psf that can be applied to the beams?
From two inaccessible but intervisible points A and B, the angles to two triangulation stations C and D were observed as follows: Line AB = 500 m long.
Angle CAB = 79 deg 30°
Angle DAB = 28 deg 30°
Angle DBC = 31 deg 30°
Angle DBA = 84 deg 30°
Find the distance BC
Find the distance BD
Find the distance CD
From two inaccessible but intervisible points A and B, the angles to two triangulation stations C and D were observed as follows:
Line AB is 500 m long.
Angle CAB = 79 deg 30°
Angle DAB = 28 deg 30°
Angle DBC = 31 deg 30°
Angle DBA = 84 deg 30°
1. Find the distance BC
2. Find the distance BD
3. Find the distance CD
Chapter 10 Solutions
Structural Analysis (MindTap Course List)
Ch. 10 - Prob. 1PCh. 10 - Prob. 2PCh. 10 - Prob. 3PCh. 10 - Prob. 4PCh. 10 - Prob. 5PCh. 10 - Prob. 6PCh. 10 - Prob. 7PCh. 10 - Prob. 8PCh. 10 - Prob. 9PCh. 10 - Prob. 10P
Ch. 10 - Prob. 11PCh. 10 - Prob. 12PCh. 10 - Prob. 13PCh. 10 - Prob. 14PCh. 10 - Prob. 15PCh. 10 - Prob. 16PCh. 10 - Prob. 17PCh. 10 - Prob. 18PCh. 10 - Prob. 19PCh. 10 - Prob. 20PCh. 10 - Prob. 21PCh. 10 - Prob. 22PCh. 10 - Prob. 23PCh. 10 - Prob. 24PCh. 10 - Prob. 25PCh. 10 - Prob. 26PCh. 10 - Prob. 27PCh. 10 - Prob. 28PCh. 10 - Prob. 29PCh. 10 - Prob. 30P
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