Question 1 Consider the floor plan shown in Figure 1. Slab weight is 25 lb/fť. Sketch loading that acts along with the following member. Please ignore the self-weight of girders and beams. For your sketch, you must show i) idealized framing plan for the tributary area and i) idealized element for the load information. Calculate i) reaction and load on idealized elements. (2 (3 25 22 (A * G1 B1 C1 _C2 B I- Figure 1 (a) Floor beam B1 (b) Girder G1 (c) Girder G2 (d) Column C1 .6 ,6 6 .6
Question 1 Consider the floor plan shown in Figure 1. Slab weight is 25 lb/fť. Sketch loading that acts along with the following member. Please ignore the self-weight of girders and beams. For your sketch, you must show i) idealized framing plan for the tributary area and i) idealized element for the load information. Calculate i) reaction and load on idealized elements. (2 (3 25 22 (A * G1 B1 C1 _C2 B I- Figure 1 (a) Floor beam B1 (b) Girder G1 (c) Girder G2 (d) Column C1 .6 ,6 6 .6
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Consider the floor plan shown in Figure 1. Slab weight is 25 lb/ft2. Sketch loading that acts along with the following member. Please ignore the self-weight of girders and beams. For your sketch, you must show a) idealized framing plan for the tributary area and b) idealized element for the load information. Calculate c)reaction and load on idealized elements.
Transcribed Image Text:Question 1
Consider the floor plan shown in Figure 1. Slab weight is 25 lb/fť. Sketch loading that acts
along with the following member. Please ignore the self-weight of girders and beams. For your
sketch, you must show i) idealized framing plan for the tributary area and ii) idealized
element for the load information. Calculate iii) reaction and load on idealized elements.
1
(2
(3
25'
22'
o G1
B1
C1
C2
B
I-
-I-
Figure 1
(a) Floor beam B1
(b) Girder G1
(c) Girder G2
(d) Column C1
.6
.6
.6
.6
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