Engineering Fundamentals: An Introduction to Engineering (MindTap Course List)
5th Edition
ISBN: 9781305084766
Author: Saeed Moaveni
Publisher: Cengage Learning
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Chapter 4.5, Problem 1BYG
To determine
Explain the important points that must be considered while preparing an oral presentation.
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Problem #1 (Beam optimization).
Calculate the length "a" of AB such that the
bending moment diagram is optimized (the
absolute value of the max and the min is at
its lowest). Then draw the shear and moment
diagram for the optimized length. Optimize the
length to the nearest 0.1 m.
You can use RISA 2D as a tool to find the
optimized length, however you need to solve for
the support reactions at A, B and C by hand and
draw the shear and moment diagram by hand.
w=20 kN/m
A
+
+
a
12 m
B C
2. Using the Green-Ampt Model, compute the infiltration rate, f,
and cumulative infiltration, F, after one hour of infiltration
into a sandy clay loam soil. Assume initial moisture
conditions are midway between the field capacity and wilting
point and that water is ponded to a small but negligible depth
on the surface.
Chapter 4 Solutions
Engineering Fundamentals: An Introduction to Engineering (MindTap Course List)
Ch. 4.2 - Prob. 1BYGCh. 4.2 - Prob. 2BYGCh. 4.3 - Prob. 1BYGCh. 4.3 - Prob. 2BYGCh. 4.3 - Prob. 3BYGCh. 4.5 - Prob. 1BYGCh. 4.5 - Prob. 2BYGCh. 4 - Prob. 1PCh. 4 - Prob. 2PCh. 4 - Prob. 3P
Ch. 4 - Prob. 4PCh. 4 - Prob. 14PCh. 4 - Prob. 15PCh. 4 - Prob. 16PCh. 4 - Prob. 17PCh. 4 - Prob. 18PCh. 4 - Prob. 19PCh. 4 - Prob. 20PCh. 4 - Present Example 6.1 in Chapter 6 using the format...Ch. 4 - Present Example 6.3 in Chapter 6 using the format...Ch. 4 - Present Example 7.1 in Chapter 7 using the format...Ch. 4 - Present Example 7.4 in Chapter 7 using the format...Ch. 4 - Prob. 25PCh. 4 - Present Example 8.4 in Chapter 8 using the format...Ch. 4 - Prob. 27PCh. 4 - Present Example 9.4 in Chapter 9 using the format...Ch. 4 - Prob. 29PCh. 4 - Prob. 30PCh. 4 - Prob. 31PCh. 4 - Prob. 32PCh. 4 - Prob. 33PCh. 4 - Prob. 34PCh. 4 - Prob. 35P
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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 marrow_forwardA1.3- 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+arrow_forwardPlease show all steps and make sure to use the type of coordinate system (tangential/normal) specified.arrow_forward
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- A1.2- For the frame shown in Figure 2, draw the bending moment, shear force, and axial force diagrams for the shown factored loading case. Note: All loads indicated in Figure 2 are already factored. W₁ = 25 kN/m Figure 2 777 6.0 m M= 10 kN.m P₁ = 20 kN 2.5 marrow_forwardPlease calculate the Centroid and the Moment of Inertia of the two shapes and submit your solution here in one PDF file with detailed calculationsarrow_forwardPlease calculate the Centroid and the Moment of Inertia of the two shapes and submit your solution here in one PDF file with detailed calculationsarrow_forward
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