STRUCTURAL ANALYSIS (LL)
6th Edition
ISBN: 9780357030967
Author: KASSIMALI
Publisher: CENGAGE L
expand_more
expand_more
format_list_bulleted
Question
Chapter 10, Problem 25P
To determine
Sketch the substructure for analysis of symmetric response.
Sketch the substructure for analysis of antisymmetric response.
Expert Solution & Answer
Want to see the full answer?
Check out a sample textbook solution
Students have asked these similar questions
4. The storm hyetograph below produced 530 acre-ft of runoff
over the 725-acre Green River watershed. Plot the storm
hyetograph and compute and plot the excess rainfall
hyetograph using the op-index method.
Time (hours)
0-33-66-99-12 12-15
Rainfall Intensity (in/hr) 0.2 0.8|1.2 1.8 0.9
-125 mm
-125 mm
-125 mm
100 mm
P
A C 310 x 45 made of A36 is connected to a plate and carries a load P in tension. The
bolts are 22-mm in diameter and is staggered as shown in figure PSAD-016.
Properties of C 310 x 45
A = 5680 mm²
d = 305 mm
t = 12.7 mm
tw = 13.0 mm
b = 80.5 mm
x = 17.1 mm
Determine the shear lag factor of the channel.
Determine the effective net area of the section in mm².
Compute the design capacity of the section.
Please answer the following and show the step by step answer on clear paper
Chapter 10 Solutions
STRUCTURAL ANALYSIS (LL)
Ch. 10 - Prob. 1PCh. 10 - Prob. 2PCh. 10 - Prob. 3PCh. 10 - Prob. 4PCh. 10 - Prob. 5PCh. 10 - Prob. 6PCh. 10 - Prob. 7PCh. 10 - Prob. 8PCh. 10 - Prob. 9PCh. 10 - Prob. 10P
Ch. 10 - Prob. 11PCh. 10 - Prob. 12PCh. 10 - Prob. 13PCh. 10 - Prob. 14PCh. 10 - Prob. 15PCh. 10 - Prob. 16PCh. 10 - Prob. 17PCh. 10 - Prob. 18PCh. 10 - Prob. 19PCh. 10 - Prob. 20PCh. 10 - Prob. 21PCh. 10 - Prob. 22PCh. 10 - Prob. 23PCh. 10 - Prob. 24PCh. 10 - Prob. 25PCh. 10 - Prob. 26PCh. 10 - Prob. 27PCh. 10 - Prob. 28PCh. 10 - Prob. 29PCh. 10 - Prob. 30P
Knowledge Booster
Similar questions
- 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 Carrow_forward2. 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.arrow_forwardAssignment 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_forward
- 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+arrow_forwardPlease show all steps and make sure to use the type of coordinate system (tangential/normal) specified.arrow_forwardFind 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.arrow_forward
- Please answer this and show me the step by step solutiarrow_forward•Two types of concrete storm water drains are comparing: 1-pipe diameter 2m running full. 2-open channel rectangular profile, bottom width 2m and water depth 1.0 m. The drains are laid at gradient of %1.0; manning coefficient=0.013. Determine the velocity of flow and discharge rate for the circular drain. Determine the velocity of flow and discharge rate for the rectangular open culvert.arrow_forwardA1.2- 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_forward
- Please 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_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
arrow_back_ios
SEE MORE QUESTIONS
arrow_forward_ios
Recommended textbooks for you
Engineering Fundamentals: An Introduction to Engi...Civil EngineeringISBN:9781305084766Author:Saeed MoaveniPublisher:Cengage Learning
Engineering Fundamentals: An Introduction to Engi...
Civil Engineering
ISBN:9781305084766
Author:Saeed Moaveni
Publisher:Cengage Learning