Simplified Engineering for Architects and Builders, 12/E (HB-2016)
12th Edition
ISBN: 9781118975046
Author: AMBROSE J
Publisher: Wiley,,Hoboken : Wiley, 2016
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Chapter 3.10, Problem 5P
To determine
Investigate the reactions and internal conditions of the frames.
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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 3 Solutions
Simplified Engineering for Architects and Builders, 12/E (HB-2016)
Ch. 3.2 - For the beams shown in Figure 3.5, draw the shear...Ch. 3.2 - For the beams shown in Figure 3.5, draw the shear...Ch. 3.2 - For the beams shown in Figure 3.5, draw the shear...Ch. 3.2 - For the beams shown in Figure 3.5, draw the shear...Ch. 3.2 - For the beams shown in Figure 3.5, draw the shear...Ch. 3.2 - For the beams shown in Figure 3.5, draw the shear...Ch. 3.3 - Prob. 1PCh. 3.3 - Prob. 2PCh. 3.3 - Prob. 3PCh. 3.3 - Prob. 4P
Ch. 3.3 - Prob. 5PCh. 3.3 - Prob. 6PCh. 3.4 - Prob. 1PCh. 3.4 - Prob. 2PCh. 3.4 - Prob. 3PCh. 3.4 - Prob. 4PCh. 3.4 - Prob. 5PCh. 3.4 - Prob. 6PCh. 3.4 - Prob. 7PCh. 3.4 - Prob. 8PCh. 3.5 - Prob. 1PCh. 3.5 - A simple span beam has a uniformly distributed...Ch. 3.5 - Prob. 3PCh. 3.5 - A simple beam with a span of 36 ft has a...Ch. 3.7 - Prob. 1PCh. 3.7 - Prob. 2PCh. 3.8 - Prob. 1PCh. 3.8 - Prob. 2PCh. 3.8 - Prob. 3PCh. 3.8 - Prob. 4PCh. 3.8 - Prob. 5PCh. 3.8 - Prob. 6PCh. 3.8 - Prob. 7PCh. 3.8 - Prob. 8PCh. 3.8 - Prob. 9PCh. 3.8 - Prob. 10PCh. 3.9 - Prob. 1PCh. 3.9 - Prob. 2PCh. 3.10 - Prob. 1PCh. 3.10 - Prob. 2PCh. 3.10 - Prob. 3PCh. 3.10 - Prob. 4PCh. 3.10 - Prob. 5P
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