EBK MATERIALS FOR CIVIL AND CONSTRUCTIO
4th Edition
ISBN: 8220102719569
Author: ZANIEWSKI
Publisher: PEARSON
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Chapter 10, Problem 10.21QP
a)
To determine
Draw the graph between load and deflection using spread sheet.
b)
To determine
Plot the proportional limit on the graph.
c)
To determine
The modulus of rupture of the wood lumber.
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4.) The built-up wooden beam shown is subjected to a vertical shear of 8 kN. Knowing
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determine the shear force in the nails at A and B. (5 points)
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5.) A 2.5 inch x 5.5 inch rectangular Southern pine section (E=1.8 x 103 ksi) is used in
an 8 ft cantilever span subjected to the loads shown. Compute the deflections at point A.
(4 points)
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Chapter 10 Solutions
EBK MATERIALS FOR CIVIL AND CONSTRUCTIO
Ch. 10 - What are the two main classes of wood? What is the...Ch. 10 - Prob. 10.2QPCh. 10 - Prob. 10.3QPCh. 10 - Discuss the anisotropic nature of wood. How does...Ch. 10 - Prob. 10.5QPCh. 10 - Prob. 10.6QPCh. 10 - Prob. 10.7QPCh. 10 - Prob. 10.8QPCh. 10 - Prob. 10.9QPCh. 10 - Prob. 10.10QP
Ch. 10 - Prob. 10.11QPCh. 10 - Prob. 10.12QPCh. 10 - Prob. 10.13QPCh. 10 - Prob. 10.14QPCh. 10 - Prob. 10.15QPCh. 10 - Prob. 10.16QPCh. 10 - Prob. 10.17QPCh. 10 - Prob. 10.18QPCh. 10 - Prob. 10.19QPCh. 10 - Prob. 10.20QPCh. 10 - Prob. 10.21QPCh. 10 - Prob. 10.22QPCh. 10 - Prob. 10.23QPCh. 10 - A wood specimen was prepared with actual...Ch. 10 - A pine wood specimen was prepared with actual...Ch. 10 - Prob. 10.26QPCh. 10 - Prob. 10.27QPCh. 10 - Prob. 10.28QPCh. 10 - Prob. 10.29QPCh. 10 - Prob. 10.30QPCh. 10 - Prob. 10.31QPCh. 10 - Prob. 10.32QPCh. 10 - Prob. 10.33QP
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- *8-60. The 2-in.-diameter rod is subjected to the forces shown. Determine the state of stress at point B, and show the results on a differential element located at this point. Probs. 8-59/60 B 8 in. 600 lb 12 in. 500 lb 800 lbarrow_forwardfind SFD and BMD by using slope deflection methodarrow_forwardThe following relates to Problems 4 and 5. Christchurch, New Zealand experienced a major earthquake on February 22, 2011. It destroyed 100,000 homes. Data were collected on a sample of 300 damaged homes. These data are saved in the file called CIEG315 Homework 4 data.xlsx, which is available on Canvas under Files. A subset of the data is shown in the accompanying table. Two of the variables are qualitative in nature: Wall construction and roof construction. Two of the variables are quantitative: (1) Peak ground acceleration (PGA), a measure of the intensity of ground shaking that the home experienced in the earthquake (in units of acceleration of gravity, g); (2) Damage, which indicates the amount of damage experienced in the earthquake in New Zealand dollars; and (3) Building value, the pre-earthquake value of the home in New Zealand dollars. PGA (g) Damage (NZ$) Building Value (NZ$) Wall Construction Roof Construction Property ID 1 0.645 2 0.101 141,416 2,826 253,000 B 305,000 B T 3…arrow_forward
- find SFD and BMDarrow_forwardThe data needed to answer this question is given by this link: https://docs.google.com/spreadsheets/d/1vzb03U7Uvzm7X-by3OchQNwYeREzbP6Z-xzZMP2tzNw/edit?usp=sharing if it is easier to make a copy of the data because it is on view only then feel free to do so.arrow_forwardThe data needed to answer this question is given in the following link (file is on view only so if you would like to make a copy to make it easier for yourself feel free to do so) https://docs.google.com/spreadsheets/d/1aV5rsxdNjHnkeTkm5VqHzBXZgW-Ptbs3vqwk0SYiQPo/edit?usp=sharingarrow_forward
- The benchmark is 00.00. The backsights are 6.00, 9.32 and 13.75 and 14.00 The foresights are 6.00, 9.00 and 3.22. What is the height of the instrument? H.I. - 100.00 - 124.85 - 43.07- 24.85arrow_forwardThe benchmark is 100.00. The backsights are 4.00, 6.32 and 12.75. The foresights are 6.00, 9.00 and 3.22. What is the elevation of the point? - 95.14 - 123.08 - 104.85 - 81.78arrow_forwardDetermine the stiffness matirx of the entire truss in Global co-ordinate system, clearly indicate the degrees of freedom numbers in the stiffness matrix.arrow_forward
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