Structural Analysis (10th Edition)
10th Edition
ISBN: 9780134610672
Author: Russell C. Hibbeler
Publisher: PEARSON
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Chapter 15, Problem 15.10P
To determine
The moments at
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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.
Find required inlet length to intercept the entire flow and the capacity of a 3m
long curb inlet. A gutter with z=20, n=0.015 and a slope of %1 caring a flow of 0.25
S
m³/s curb depression (a=60 mm). Assume the only %75 of the upstream flow will be
intercepted, what the length of curb inlet will be needed.
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