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MindTap Construction for Spence/Kultermann's Construction Materials, Methods and Techniques, 4th Edition, [Instant Access], 4 terms (24 months)
4th Edition
ISBN: 9781305635289
Author: William P. Spence; Eva Kultermann
Publisher: Cengage Learning US
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Question
Chapter 13, Problem 3RQ
To determine
The formation of igneous rock
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Assignment 1
Q1) Determine the member end forces of the frames shown by utilizing structural symmetry and anti-symm. (Derive each
member forces and show BMD,SD,AFD)
20 kN/m
40 kN/m
C
D Hinge Ẹ
G
A
-3m 5m
B
5 m 3 m-
E, I, A constant
12 m
A1.3- Given the floor plan shown in Figure 3. The thickness of the slab is 150mm. The floor finish, ceiling and
partition load is 1.8 kN/m². The live load on the floor is 2.4 kN/m². The beams cross section dimension is
300mmx600mm. Assuming the unit weight of concrete is equal to 24 kN/m². It is required to:
a) Show tributary areas for all the beams on the plan;
b) Calculate the load carried by beams B1 (on gridline A, between 1 and 3), B2 (on gridline B, between 1 and
3)and B3 (on gridline 3, between A and C);
c) Calculate the load carried by column C1 per floor (ignore the self weight of the column).
A
1
B1
2
B2
B
Cl
8.0 m
Figure 3
8.0 m
B3
23
3
*2.0m
5.0 m
4.0 m
+1.5m+
Please show all steps and make sure to use the type of coordinate system (tangential/normal) specified.
Chapter 13 Solutions
MindTap Construction for Spence/Kultermann's Construction Materials, Methods and Techniques, 4th Edition, [Instant Access], 4 terms (24 months)
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