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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Textbook Question
Chapter 16, Problem 16.2P
A simply supported beam is to support a uniformly distributed load of 10 kips/ft. Select the lightest W shape. The span length is 32 ft. Deflection is not to exceed span/240. Neglect beam weight.
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PLEASE SHOW THE FBD/s
7. Write the moment equation for the entire beam. Place your answer in a box.
8. Write the slope equation of the beam. Place your answer in a box.
9. Write the deflection equation.Place your answer in a box.
draw the MT diagrams for the simple beam and loading given below
Select the lightest wide flange steel section for simple beam of 10 ft span that will carry a
uniform load of 10 kips/ft. Use A36 and assume that the beam is supported laterally for its entire
length.
[Hint: V max = WL/2; M max =
L
WL²/8]
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 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 simply supported beam of length 7m is carrying a uniformly distributed load of 1.25N/m for its entire length. What will be the total load on the beam? Select one: a. 8.75N b. 5.75N c. 87.5m d. 8.75marrow_forwardFor the beam shown below, the distributed load along AB is a= 4 kN/m, the concentrated load at Point C is b = 10 kN. Draw FBD, sove for reaction forces. Input the reaction force from the pin at Point B: ____ kN. Calculate your solution to 1 decimal place.arrow_forward
- 8. A steel beam of uniform cross-section is 6.5 m long and weighs 300 N/rn of length. There are two supports spaced 5 m apart, one of which is located at the end of the beam. Calculate the load required on the free end to just balance the weight of the beamarrow_forwardDetermine the deflection of beam from the given fig.arrow_forwardPlease use sigularity function to estimate the maximum deflection at the point of applying load Parrow_forward
- Figure 14.20 Full Alternative Text 14.21 A solid rectangular simply supported timber beam 6 in. wide, 20 in. deep, and 10 ft long carries a concentrated load of 16,000 lb at midspan. Use nominal dimensions. a. Compute the maximum horizontal shear stress at the neutral axis. b. Compute the shear stress 4 in. and 8 in. above and below the neutral axis. Neglect the weight of the beam.arrow_forward1. Choose 1 type of statically determinate beam. 2. Divide the chosen beam into 3 spans, AB, BC, CD. The length of the beam your own choice. 3. Load each span with 1 type of loading of your choice. No two spans must have span is the same loading. Example. Span AB is loaded with 1 concentrated force, Span BC is loaded with a rectangular load and Span CD is loaded with a triangular load. You can also use more than 1 concentrated load in a span. 4. Using the constructed beam, determine the values of shear and moment at every meter of the span using the technical definition method. 5. Check your answers in #4 using the shear and moment equations.arrow_forwardAsking for slope and deflection at point A. use elastic modulus of carbon steel 207 GPa.arrow_forward
- Use the slope deflection method by using the graphical method to calculate deflections and draw bending moment diagrams then draw the shear force, axial force and bending moment diagrams.arrow_forward2. Design a timber beam (S4S) made of Douglas fir to support the load shown below. 500 lbs/ft Ju 12'-0arrow_forwardThe cantilever beam will experience sagging bending moment when it is subjected to UDL for entire span. Select one: O True O Falsearrow_forward
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