19Calculate the value of the bending IIxOUIEut generated at suport A of the given structure"120 KN40ma)1440 kN.mb) 600 kN.m)0480 kN.m.d)e)O565 kN.960 kN.mnOBoş birak0000

Answered: Calculate the value of the bending…

Calculate the value of the bending moment generated at suppOrt A of the given structure? 120 kN 40m 40m 40m 40m a) 1440 kN.m 600 kN.mn 480 kN.m 565 kN.m 960 kN.m Boş bırak

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: Determine the resultant force acting perpendicular to its center if it is in Florida on open flat…

Q: 10 kN/m 50 kN OD 5 m B. 5 m 5 m. 5 m

A: To calculate the shear force and bending moment values first calculate reactions at supports and for…

Q: Determine the vertical reaction at A in the beam shown below? 50 kN/m 90 kN 60 kN 20 kN/m 70 kN 30°…

A: using equilibrium equations

Q: 4 kN 5.657 m 4 kN 3. 8. 4 kN 45° 平 4 m 4 m 5 kN 6 kN From the figure, solve for the force in member…

Q: rent Attempt ln Progress Determine the shear force Vin the beam at a point located 0.70 m to the…

A: Given data, By = 300 kN Cy = 125 kN

Q: 1. Calculate the nomal force; shear force and bending moment of following over hang beam 3 kN 3 kN 6…

Q: Find the total force on the side of a water-filled cylindrical tank with 5m height and 10m diameter…

A: step 1-

Q: y View Policies Current Attempt in Progress Nur Blan Determine the resultant R (single equivalent…

Q: 47 kN/m 45 KN 144 kN-m

A: let,RA=vertical reaction at support A in upward directionHA=horizontal reaction at support A in…

Q: S0 kN 40 kn/m lo kN/m

Q: (Static Equilibrium) An 8-m long horizontal boom with a mass of 100 kg (w = 981 N) supports a 2000…

Q: Situation 7: Considering the same figure as above, the towline exerts a force P =4 kN at the end of…

Q: Given the bean below and the loads it carries, what is the maximurn positive moment in kN-m? 25 kN/m…

Q: 2. The resultant of three parallel forces (one is unknown) is 30KN acting upward at 10m t the right…

A: The resultant force magnitude =30KNLocation of resultant from A =10m upward

Q: 24 kN 5 kN 16 KN 16 kN 26 50 kN-m 100° В 35° A 1.6 m 2.2 m 2.4 m |1.2 ml 2.6 m A terrible driver has…

Q: Given the beam loaded as shown. 60 KN 3 m 50 kN/m 10 kN-m A D B 1 m 5 m

Q: 10 kN. B 3 m Find support reactions for frames shown below. 60 KN 20 kN/m C (i) 3 m Tele E NE E 2 3…

Q: Determine the vertical reaction at A for the simply supported beam shown below? 80 kN/m 80 kN 20…

A: Support Reactions : ∑Fy = 0RA + RD = 80cos45o + 12×80×3 + 20×4 = 256.56 kN ............(1)∑Fx =…

Q: A The towline exerts a force of P = 6 kN at the end of the 8-m-long crane boom. If 0 = 30°,…

A: Solution Given data P= 6 KN θ= 300

Q: Determine the force BC? 400 kN 3 m 500 kN 50 D 4 m

Q: influence lines, calculate the shear force and bending moment at a section 8 m from the left hand…

Q: Assume that Mo = 5.80 kN-m and L = 4.50 m. Determine the reaction at support B. Assum %3D A B O…

A: L=4.5m Mo=5.8kN-m

Q: Using area moment method, find the reactions of the structure. 75 kN - m 120 kN B 6 m 6 m

Q: What is the moment reaction at the fixed end of a 12m cantilever beam due to a downward load of 30…

A: Given: Length of beam, L = 12 m Load at midspan, P = 30 kN

Q: Calculate the reactions of supports for each beam below using forced method of analysis. 1. 20 kN /…

Q: Analyze the beam 4P (kN) 2P (kN/m) 80° 3m 3m 4m 3m

Q: Problem: Determine the moment at the supports by the slope-deflection method. 65 KN 55 KN 75 KN 2.6m…

A: Given,

Q: The hyperstatic structure below, determine the vertical reaction at movable support 2. 10 kN 2 ... 3…

Q: Draw the shear diagram, moment diagram, and elastic curve of the loaded structure. 90 kN C 25 kN/m…

A: Given data in question Vertical point load Horizontal UDL Span length of members. It is statically…

Q: В. 5P (kN) P (kN/m) 2.7P (kNm) 50° 3m u 2m 3m 3m

Q: 2. If the resultant of the given force system is 500 kN directed to the left, determine the (a)…

Q: 1. Equivalent resultant force. 150 kN b) 110 a) kN c) 90 kN Equivalent resultant moment about the…

A: a: equivalent resultant force:∑FY=0-30-60-40+20+R=0R=110 KN

Q: Draw the shear diagram, moment diagram, and elastic curve of the loaded structure. 90 kN B 25 kN/m…

A: Draw the free body diagram.

Q: 3m 9 m E C B 3 kN 5 kN 2m 2m 2 m 2m 2m 2 m 2m 2 m What is the tension at E? What is the vertical…

Q: A 3m high pontoon 8m wide and 16m long is transporting in sea water carrying a total load of 204…

A: L = 16m W = 8m H = 3m

Q: A 0 4 m O B

Q: Situation 7: The horizontal boom OC, which is supported by a ball-and-socket joint and two cables,…

A: Given :

Q: Find the vertical reaction at roller support. 20 KN 10 KN 4 000 20 KN 4 0000 AO

A: To find out the reaction at roller support.

Q: Q5: Determine the resultant and position of the resultant force from point C 3 KN 30 to 02 m 03m 5KN…

A: Solution Determine the resultant

Q: How do you get the reactions of both supports (Show solutions) Location: 0 (m), Force Reaction =…

A: the given beam is inertinite because that the only equation of the equilibrium is nit sufficient to…

Q: Solve the axial forces of the members indicated in the box below 50 KN 75 KN 25 KN 3.00 m 3.00 m…

Q: Situation 1 The 70 m tall tower is supported by three cables that exert on it. The magnitude of each…

Q: 1. The overhead electric hoist C rides along a track on the horizontal beam AB. In addition to the…

Q: 10 - Calculate the value of the bending moment generated at support A of the given structure? Do F…

A: Given:- The magnitude of the load on the truss = 120 kN The length of each span = 4 m The total…

Q: 20 kN / m Α B2 1.5 EI 2M 2EI 8M

Q: Consider the beam shown below. 20 kN 60 kN 40 kN/m B 1m-|- A 2 m 4 m What is the bending moment at…

A: Given that:

Q: D H/3 B H 2H/3 A L/2 -

A: given datas: L=650 cm H=475 cm E=25 GPa P=30 KN Section=15x40 cm q=38 KN/m

Q: Problem #4 X N/m B В m Am 17. What is the total resultant vertical load in the beam AB? (N) 18. At…

Q: 180 kN 15 kN/m B D -5 m- -5 m- -4 m-

Q: Find the zero force members: 8 KN 16 kN 2m 16 kN 2 m 2 m D. E B 5m 5m- 5m

Concept explainers

Matrix Algebra for Structural analysis

Structural analysis is a process in which the effects of different loads and internal forces, acting on structures and their elements are determined. This method of analysis is effective in detecting the failure loads of the structural elements and the design can be altered before commencing the construction process, which ensures proper strength and safety of the structures.

Question

19
Calculate the value of the bending IIxOUIEut generated at suport A of the given structure"
120 KN
40m
a)
1440 kN.m
b) 600 kN.m
)0480 kN.m.
d)
e)
O
565 kN.
960 kN.mn
OBoş birak
0000

Expert Solution

This question has been solved!

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

SEE SOLUTION Check out a sample Q&A here

Step 1given

VIEW

Step 2 calculation

VIEW

Step by step

Solved in 2 steps with 1 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

q=3.15 kn/m , a=3.15m
To prevent the ladder weighing 600N from sliding down, the man exerts a horizontal force at C. The coefficient of friction at A= 0.2 while surface B is frictionless Find the vertical reaction at Aa. 600N c. 500Nb. 700N d. 800NFind the horizon reaction at Aa. 150N c. 210Nb. 180N d. 120NFind the horizon force exerted by the man at Ca. 533.3N c. 333.3Nb. 667.7N d. 767.6N
A rectangular reinforced concrete beam with width of 300 mm & effective depth of 600 mm is subjected to a service bending moment of 200 kN.m. The beam is reinforced with 4-32 mm diameter bars. n = 8. 1. Compute the distance kd? a. 246.33 mm b. 353.67 mm c. 170.33 mm d. 302.33 mm 2. Which of the following gives the moment of inertia about N. A.? a. 4173.81 x 106 mm⁴ b. 3471.81 x 106 mm⁴ c. 4371.81 x 106 mm⁴ d. 4713.81 x 106 mm⁴ 3. Which of the following most nearly gives the maximum stress in steel in Mpa? a. 100 b. 110 c. 120 d. 130
Draw the shear and moment diagrams given that Ra=110.2 kN, Rb=310.1 kN, Rc=220.6 kN, Ma=-124.5 kN m, Mb =-258.9 kN m, Mc = -160.5 kN m
A force F = (0.5i – 2.0j + 7.0k) kN acting at A(5, -4, 0)m about axis BC where B(6, 8, 4)m and C(-6, -5, 8)m. What is the perpendicular distance between F and the axis BC in meters?
6. Determine the magnitude of the resultant R, if P2 = 978, P3 = 780.
The shorter legs of two 6”x 4” x 1⁄2” angles arewelded to a 12”-20.7-lb channel. Determine themoments of inertia of the combined sectionwith respect to centroidal axes respectivelyparallel and perpendicular to the web of thechannel. For the 12”-20.7-lb channel, its area is 6.03 sq. in.; x̄=0.70; ȳ=0; web thickness t = 0.280"
Find the elongation of a bar where diameter 100mm under the action of axial force of 40kn length of the bar is 2m and E= 2×108 kn/m2
I WILL RATE! 1. What is the Vertical Reaction at C? A. 87.47 kN UPWARD B. 47.47 kN UPWARD C. 272.53 kN DOWNWARD D. 78.74 kN UPWARD 2. What is the Vertical Reaction at A? A. 87.47 kN UPWARD B. 47.47 kN UPWARD C. 272.53 kN UPWARD D. 78.74 kN UPWARD 3. What is the Moment at A? A. 1792 KN-M COUNTERCLOCKWISE B. 1792 KN-M CLOCKWISE C. 1972 KN-M COUNTERCLOCKWISE D. 1297 KN-M CLOCKWISE 4. What is the Maximum Deflection? A. 108.51 mm UPWARD B. 108.51 mm DOWNWARD C. 181.79 mm UPWARD D. 181.79 mm DOWNWARD
Help ASAP! w: 2.8 kN/m , a: 3.4 m, b: 3.5 m, theta: 30 degrees
I WILL RATE! 1. What is the Horizontal Reaction at A? A. 0 B. 10 kN (to the right) C. 10 kN (to the left) D. 5 kN (to the left) 2. What is the Vertical Reaction at A? A. 11.67 kN upwardsB. 20.33 kN upwardsC. 32 kN upwardsD. 8 kN downwards 3. What is the Vertical Reaction at H? A. 20.33 kN upwardB. 11.67 kN upwardC. 32 kN upwardD. 8 kN downward 4. What is the Vertical Deflection at F? A. 2.74 mm downwardB. 0.42 mm downwardC. 0.36 mm upwardD. 1.17 mm upward
Find couple moment produced by 250N