Applied Statics and Strength of Materials (6th Edition)
6th Edition
ISBN: 9780133840544
Author: George F. Limbrunner, Craig D'Allaird, Leonard Spiegel
Publisher: PEARSON
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Chapter 16, Problem 16.5P
Select the lightest W shape to support a superimposed uniformly distributed line load of 435kN/m on a simply supported span of 5m. Deflection is not to exceed span/240.
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Chapter 16 Solutions
Applied Statics and Strength of Materials (6th Edition)
Ch. 16 - Prob. 16.1PCh. 16 - A simply supported beam is to support a uniformly...Ch. 16 - Rework Problem 16.1 given a load of 1.0 kip/ft and...Ch. 16 - Select the lightest W shape to support a...Ch. 16 - Select the lightest W shape to support a...Ch. 16 - 16.6 A simply supported beam is to span 15 ft. It...Ch. 16 - 16.7 A simply supported beam is to span 24 ft. It...Ch. 16 - 16.8 Design a timber beam of hem-fir (S4S) to...Ch. 16 - Select simply supported timber beams (S4S) for the...Ch. 16 - 16.10 Select a southern pine (S4S) timber beam for...
Ch. 16 - 16.11 Select simply supported hem-fir (S4S) joists...Ch. 16 - Design simply supported timber beams (S4S) for the...Ch. 16 - For the following computer problems, any...Ch. 16 - 16.16 Select the lightest W shape to support a...Ch. 16 - 16.17 Select the lightest W shape for the beam...Ch. 16 - Select the lightest W shape for the cantilever...Ch. 16 - 16.19 Select the lightest W shape to support a...Ch. 16 - 16.20 Select the lightest W shape for the beams...Ch. 16 - 16.21 The structural steel floor system shown is...Ch. 16 - 16.22 The structural steel framing plan shown...Ch. 16 - 16.23 Select the lightest steel wide-flange...Ch. 16 - 16.24 Select the lightest steel wide-flange...Ch. 16 - 16.25 Design the lightest W-shape beams to support...Ch. 16 - 16.26 In Problem 16.18, assume that the 500 lb/ft...Ch. 16 - 16.27 Select a southern pine (S4S) simply...Ch. 16 - 16.28 A redwood beam is to support a uniformly...Ch. 16 - 16.29 A partial plan view for a residential floor...Ch. 16 - 16.30 For the floor framing of Problem 16.29,...Ch. 16 - 16.31 Select a Douglas fir (S4S) beam for the...Ch. 16 - 16.32 Select southern pine (S4S) simply supported...Ch. 16 - 16.33 Rework Problem 16.32 using joists spaced 12...Ch. 16 - 16.34 Select Douglas fir (S4S) simply supported...Ch. 16 - 16.35 Select southern pine (S4S) simply supported...Ch. 16 - 16.36 A 15-ft-span simply supported hem-fir (S4S)...Ch. 16 - 16.37 Select a timber beam (S4S) of Southern pine...Ch. 16 - 16.38 A series of 14-ft-long Douglas fir (S4S)...Ch. 16 - 16.39 A cantilever beam 3 m long is to be made...Ch. 16 - 16.40 Select an eastern white pine (S4S) beam for...
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- A 10 × 10 beam of Douglas fir–larch select structural gradesupports a single concentrated load of 10 kips at the center of the span. Investigate the beam for sheararrow_forwardPlease use sigularity function to estimate the maximum deflection at the point of applying load Parrow_forwardWhat are the W shapes that would be used for unbraced lengths? A W shape is to be used for a uniformly loaded simple beamcarrying a total dead load of 26 kips and a total live load of 26 kips on a36-ft span. Select the lightest weight shape for unbraced lengths of (1) 9 ft, (2) 12 ft, and (3) 18 ft. A W shape is to be used for a uniformly loaded simple beamcarrying a total dead load of 30 kips and a total live load of 40 kips on a 24-ft span. Select the lightest weight shape for unbraced lengths of (1) 6 ft, (2) 8 ft, and (3) 12 ft.arrow_forward
- The given figures shows a cantilever of spa L subjected to a concentrated load Pand moment Mat the free end. Deflection at th free end is given by 7. M.arrow_forward0.3m 40 KN Icm 5cm 7cm 0,5m 5cm Icm 10 kNm 0.2m Find deflection of the beam at the point where 40kN force is acting and the slope at the supports.arrow_forwardA 3 × 16 rafter cantilevers over a 3 × 16 support beam. If bothmembers are of Hem Fir, No. 1 grade, is the situation adequate for bearing? The rafter load on the support beam is 3000 lb.arrow_forward
- 1. Determine how much bar will deflect at various points aong its length. 2. Approximate the original problem as a five element system.arrow_forwarddraw the MT diagrams for the simple beam and loading given belowarrow_forwardA beam shaped as a rectangle, with a width represented by b and heightindicated by h, bears a centered load P over a span L that's simply supported.Represent the peak fv using the highest fbarrow_forward
- A 16 ft long, simply supported beam is subjected to a 4 kip/ft uniform distributed load over its length and 18 kip point load at its center. If the beam is made of a W14x30, what is the deflection at the center of the beam in inches? The quiz uses Esteel = 29,000,000 psi. Ignore self-weight.arrow_forwardA beam 19 ft in length has concentrated live loads of 6 kips and 9 kips at 5 ft and 13 ft, respectively, from the left-hand support. In addition, there is a uniformly distributed dead load of 1.2 kips/ft beginning 5 ft from the left support and continuing to the right support. Design the beam for flexure.arrow_forward3. Calculate the slope and deflection at the 60-kNm couple on the structure shown in the accompanying illustration. Use: a. Moment Area Method, b. Conjugate Beam Method 4 kN/m Fixed Hinge 60 kNm 5 m -5 m 5 m -5m I=1.46 x 10° mm". E=200000MPa Activate Windows so to Settings to activate W ndows.arrow_forward
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