Fundamentals Of Construction Estimating
Fundamentals Of Construction Estimating
4th Edition
ISBN: 9781337399395
Author: Pratt, David J.
Publisher: Cengage,
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Chapter 3, Problem 18RQ
To determine

To calculate volume for given pyramid dimensions.

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Convert the equivalence scale 1 inch = 30 feet to a ratio scale. O 1: 30 O 1:3,600 O 1:360 O 1:300
Calculate the perimeter and the area of the triangles with the following dimensions (refer to Figure 3.5): a = 10'0" a = 2750 mm b = 9'6" b = 2050 mm c = 3'0" c = 300 mm h = 2'0" h = 600 mm
Determine the internal moments at B and C and the support reactions due to the loads and support settlements of 8 mm at B and 25 mm at C. Assume the supports at B and C are rollers and A and D are pins. El is constant. 12 kN/m 12 kN/m A B. 4 m 6 m- 4 m FRAMES WITHOUT SIDESWAY Use slope deflection method to determine the reactions for the frame shown. 36 kN/m A 4 m 4 m 4 m Solve Problem 6 due to the given loads and a support settlement of 5 mm at B. Determine the member end moments and reactions for the frames shown by using the slope- deflection method. 7 8. Note: Use the 100 kN · m acting at joint C for Equilibrium Equation at the joint, not on FEM's. 18 kN/m B 100 kN · m 5 m El = constant A E = 200 GPa I = 1,360 (106) mm4 5 m 5 m
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