P11.9 Select Roy as the redundant. (Ans: Rcy = 6.3 k)3.6 klfProblem 11.9A*1 = 3000 in.420 ftBI = 1000 in.4 C20 ft 11.7 Problems for SolutionSection 11.1For Problems 11.1 through 11.16, compute the reactions for the beams and frames. E and I are constant unless noted otherwise. Theforce method (i.e., method of consistent distortions) is to be used.De Onload Dn***-)

Answered: Image /qna-images/answer/99bac2db-0455-401b-baf9-1e5bbb33e91c.jpg

Answered: P11.9 Select Roy as the redundant.…

Engineering

Civil Engineering

P11.9 Select Roy as the redundant. (Ans: Rcy = 6.3 k) 3.6 klf A *1 = 3000 in.4 20 ft- B DQ I= 1000 in.4 C 20 ft

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Q: Using double integration (bracket function), what is the va I 4 kips/ft 4 kips/ft E 6 ft 3 ft - 3 f…

Q: Determine the magnitude of the 15 point force in member CD using method of section * 10 kN B D 60°…

Q: Instruction: Follow Given-Required-Solution format for your computation. Complete FBD for full…

Q: The cantilever truss shown in the figure is hinged at D and E. Find the force in each member.

A: No. of members = 6 No. of unknown support reactions = 4 No. of joints = 5 Degree of static…

Q: Analyze all member forces by using method of joints

Q: 3. The force analysis on a curved vane is understood using a) Velocity triangles

A: To find: Force analysis on curved vane is understood using which tool

Q: 1. Discuss the difference in the experimental and computational member forces 2. How can the…

A: Solution:- Given data:- It is asked following below. 1. Discuss the difference in the experimental…

Q: Define bending moment M the steel beam can carry: 1) according elastic analysis (Mel) 2) according…

A: fy = 250N/mm2 [For S 250 steel] 1) For elastic criteria:- Me = fy x Sy {here, Sy is elastic…

Q: i) Find the forces in member A in local coondinate Angle duta Ange in radian in delta dulta vdulta…

A: For memeber A, x1=0x2=5y1=0y2=2∆x=x2-x1=5∆y=y2-y1=2∆y∆x=0.4

Q: A 10 m y D B 60 KN 40 KN 80 KN

A: Sopl

Q: Q2) For the system shown in (FIG.Q3B) determine the resultant and locate it w.r.t. point A? 1150 N…

A: Given: Forces = 200N , 150N , 250N and moment =300 Nm

Q: 4 kips/ft 4 kips/ft 3 ft + 3 ft →| Select one: O a. 4 O b. 6 O C. 2 O d. 0

Q: h2= 8KN/m h1= 10KN/m 25 G | 14KN 2.5 3 2 4 3

Q: G Problem 2 Given: 0.75 m 10.4 m |D Mass of car: 1400 kg B 1 m- m- 1.5 m-- C 2 m- Mass of trailer:…

A: Given:- Mass of car=1400 kgMass of trailer=800 kg To find:- Reactions at B, C and D

Q: A steel rod composed of two parts (AD and DB), which have different cross-sectional area, is fixed…

Q: Uniform shaft is fixed at one end and free in other end, if (0,0) (1,0) a²0 = a?. dx² • 0 0 0(0,t) =…

A: Angular Displacement It is the angle made by the body while moving in a circular path. When a rigid…

Q: Resolve F1 and F2 into their x and y components.

A: First, we draw the free body diagram of the problem

Q: The Resultant of the concurrent force shown in the fig, is (300 N) pointing up along the y- .axis,…

A: As R=Ry=300NRx=0so,∑ Fx=0Fx=-500+Fcosθ+240cos30=0Fcosθ=292.153.......1

Q: Find By and Cy using compatibility equation E is 200 × 10 power 9m I is 2.6 × 10 power-10m…

A: Given EI is constant We are required to calculate By and Cy

Q: 8 If the resultant of the forces shown passes through point A, determine the magnitude of the…

Q: Five forces are acting on the cantilever beam AB. Find the resultant or a couple acting on the…

Q: Cantilever steel shaft is loaded by concentrated couples. Cross sections at each segment of the…

Q: 18 - At point O in the figure F1 = 19i + 24j F2 = -13i + 17j F3 = -15i - 8j F4 = -37i - 11j…

Q: What is the moment at C to the nearest 1 k-ft? Be sure to use the correct sign. L1 = 6 ft L2 = 5…

Q: Compute the force in all members of the truss shown in Fig. T-08. 50 KN 30 KN MATHalino.com B 4 m 5m…

Q: Is this right because the answers is different?

A: Given: L= 7meter H1= 1meter H2= 3meter a= 1meter b= 3meter F1= -10kN F2= 6kN P1= -3kN/meter P2=…

Q: use Trapezcidal rule to approxunate 24 1-e dx 1-2 x+2x -1

A: Given to approximate: I=(1-e2)∫1.22.11x2+2x-1 We have here, f(x)=1x2+2x-1, such that…

Q: 6 Force in member AD of the truss shown is -- a) zero {MA = 0 b P/V2 c) P d) v2 P 10% 0 BY = A…

Q: Determine the member force on member FI

A: Determination of force in member FI

Q: Moment of Inertia Problem 6-29: Compute the moment of inertia of the shape below with respect to its…

A: 1/2 x 4 in plates as flange1.2 x 6 in plate webL2 x 2 x angle

Q: 15 - In the plane truss system, the loading status of which is evident in the figure, the support…

A: A truss always has an axial forces in the member, and pin joint as an internal joint. This pinned…

Q: PROBLEMS For each of the beams in Problems 624 to 629, compute the moment of area of the M diagram…

A: The length of beam, L=6mThe load is 1000N and couple is 400Nm

Q: 3.155 300 lb/ft 3 ft- Figure P3.155 100 lb/ft 4 ft- 300 lb/ft 4 ft

Q: y 120 lb/ft A В C 8 ft 6 ft FIG. P4.8

Q: PROBLEM B #2 20ft 16 ft с A 13ft 5 f+ 111 nam 12 ft D Compute vertical displacement of Eifi A+ A a)…

Q: A simply supported beam AB is under transverse and axial loading as shown in below Fig. The beam is…

Q: Gh b36 cm, I-beam Ne 12.

A: given h =9 cm , b = 6cmCordinater of cross sectional centroid Area =bh2 9×62=542Area…

Q: solution

A: As there are multiple questions posted, according to the guidelines only the first three are being…

Q: For the truss structure in figure 6, draw the appropriate primary structure under unit loads of…

A: Data Given: Asked: Draw primary structure under unit loads of redundant

Q: 20 - Which one is right? a) Shear force value is zero at supports of simply supported beam b) O None…

A: Finding out the correct one.

Q: the deflection curve of the simply supported beam of Fig. 8-7 subject to the uniformly distributed…

Concept explainers

Pricing Excavation and Backfill

Backfill, in construction, is the activity of returning the soil and gravel that are removed during building construction or using them again to toughen and support the foundation of the building or any other structural component.

Question

P11.9 Select Roy as the redundant. (Ans: Rcy = 6.3 k)
3.6 klf
Problem 11.9
A
*1 = 3000 in.4
20 ft
B
I = 1000 in.4 C
20 ft

11.7 Problems for Solution
Section 11.1
For Problems 11.1 through 11.16, compute the reactions for the beams and frames. E and I are constant unless noted otherwise. The
force method (i.e., method of consistent distortions) is to be used.
De Onload D
n
***
-)

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

This is a popular solution!

SEE SOLUTION Check out a sample Q&A here

Step 1

Step 2

Step 3

Step 4

Trending now

This is a popular solution!

Step by step

Solved in 4 steps with 4 images

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

ß=0 Find the support reactions, and draw M, N, V diagrams of the frame.
bonus question
From the given figure Solve the following; Let P = 10 4' link A [Select] 7.5 kips 34 kips 6 kips 4.5 kips B 3² 3² 3² 4² [Select] [Select] 4.5 kips 3.4 kips pin a. Vertical reaction at C. [Select] 6 kips 7.5 kips 2P kip ft . [Select] [Select] 6 kips 7.5 kips 3.4 kips 14.5 kips P kip/ft b. Horizontal reaction at C. c. Axial force at member AB.
Start For the shaded region, let a = 100 mm a a. labus a/2 ments 3/2a es 2a a/2 Determine the coordinate of the centroid with respect to the barred axes.
1 F4-36. Replace the loading shown by an equivalent single resultant force and specify the x and y coordinates of its line of action. 100 N 3 m A 3 m 200 N 200 N 12 m m 1 m 100 N 3 m
Question 3
Ax = Ay- Rg= T FIG. P3.18 k k k 16 k 8k 8k -4 at 20 ft= 80 ft- 16 k 15 ft
Draw shear diagram and moment diagram
In 1, why if we separate the CD column, all the R1 force is in the column? But in 2, if we separate the CD column, half of the force F is in the column ... #structure_analysis
Exse Analyze the frame shown using consistent defor. method Cassume redundants are CX and Cy I constart The Frame is Indet.. to the 2nd degree 4m 6x 8x 5oky To kN/m 5m C * -X₁
The truss below has multiple zero force members. Use the zero force member rules to determine which members are zero force by clearly writing a Z over each zero-force member. The # of points in the problem is NOT indicative of the number of zero force members. What are the zero force members
Problems: 1. Determine the force in each member of the truss shown using the method of joints. Indicate whether the member is in tension (T) or compression (C). Tabulate your results using the example shown. Member Force (kN) C/T АВ 3 m AD ВС BD D CD 24 kN 4 m 4 m