Round all answers to the ne Integer. Normal force at E in kN (round to the nearest integer): kN Shear force at Ein kN (round to the nearest integer): kN Bending moment at E in kNm (round to the nearest integer): kNm Normal force at Ein kN (round to the nearest integer):

Round all answers to the ne Integer. Normal force at E in kN (round to the nearest integer): kN Shear force at Ein kN (round to the nearest integer): kN Bending moment at E in kNm (round to the nearest integer): kNm Normal force at Ein kN (round to the nearest integer):

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: D H -B E G -30– -22'– -22' 12→|

A: Considering the FBD of the beam shown below:

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

A: Show that the resultant of the forces are passing through point A of the entire system. Here, the…

Q: Q2/ Determine the resultant moment of the forces about point I F=400N 100 N D 30 A B C 45°

Q: Q2/ Determine the resultant moment of the forces about point B F=400N 100 N D 30° A B C 45° 0.3 m…

Q: D (5000 mm) (4000 mm) E (5000 mm) 3 m (4000 mm) (5000 mm) B (5000 mm?) 100 kN 2 panels at 4 m = 8 m…

Q: Q6 Draw the influence line for the force in (a) member JI, (b) member IE, and (c) member EF. L K 1 H…

A: Given data:

Q: y | 1 A -X 25' 15⁰ 40° C F = 13 kips 15' B 11 .n

Q: BLEM 2: | 1500 lb 4500 lb • ft A E В |D 6 ft 6 ft + -3 ft→

Q: An indeterminate beam carries concentrated loads as shown in the figure. Using any method you like,…

Q: -3 m - 4 m- -3 m C. D В 3 m E 3 m H 30° F L L L

Q: Forces and Moments • A plate in the shape of a parallelogram is acted upon by two couples. Determine…

Q: velded plate at A as shown. Using vector analysis etermine the following prompts below: 0.58 m -5.3…

Q: There are three handles on this door. The hinge needs a moment of 20 Nm to open the door. 3 30 cm 27…

A: “Since you have posted a question with multiple sub-parts, we will solve the first three subparts…

Q: 2. Consider following beam: Given: F(Ay) = 645 N 600 N 1000 N B కా D -7.5 m- 1m a) Determine…

A: Given : - A beam is shown with F(Ay) = 645 N Uniformly distributed load of 600 N between A to C…

Q: w2 w1 B Determine the shear force and bending moment in the beam. Use wl = 22 kN/m, w2 = 25 kN/m, a…

Q: Three cables pull on the pipe such that they create a resultant force R. Two of the cables are…

Q: If the shear at point A on a beam is zero, then A.the slope of the bending moment at A must be zero…

Q: For the distributed loads shown (System 1). a) Reduce the distributed loads to three concentrated…

A: The beam must be in equilibrium and for that it has to fulfill conditions which area as follows:…

Q: 3. Determine the reactions forces at A and B and all other member forces. 1200# G A F D 121 B

A: To find: Reaction forces at A and B and other member forces.

Q: Determine the magnitude of the pin force at B. 0 0.43 m 0.61 m 125 N-m B 0.43 m 0.43 m

A: To find out the magnitude of the pin force at B.

Q: The force couple system shown acts on atrapezoidal plate. a. Determine the value of M, if the system…

Q: Q2/ Determine the resultant moment of the forces about point B F=400N 100 N D. |30 B 45° 0.3 m 1.00…

Q: The torques shown are exerted on pulleys A and B. Knowing that both shafts are solid, determine the…

Q: 15KN 15kN 4 30° 45° 30 PA 25KN F.

Q: D 250 KN A 150 kN 150 kN 200 mm- Figure Q2 (a) C ,250 kN B

Q: 400 mm -1100 mm- 200 N a 960 mm 400 N

Q: a) In constructing the influence line of an indeterminate beam, the ordinates of a number of points…

A: 1.a the influence line of statically indeterminate structure can be obtaioned bystatic equilibrium…

Q: The structure rests on a frictionless support at A and pin connected at E. Determine the internal…

Q: Determine all reactions of supports using the slope-deflection method. EI is constant

Q: A force F produces a moment of (“[D]"x3) N-m clockwise about point O and (“[B]"x2) N-m…

Q: F:400N P:450 N Find the magnitude 30° 45 and direction of the 30° resultant of the three forces P,…

A: resultant = 523.70 N acts at an angle of 17.54 degrees with respect to x axis

Q: ant of the force system in next fig. Then locate 1000 N.m 80 N 10m 150 N 100 N 10m A

A: Determine the resultant of the force system in next fig. Then locate it with respect to point (A).

Q: Q2: If the resultant of force and couple M passes through point A find M . B 25° 3.8 m 5 m 30° 1.8…

A: Given that:

Q: 1200 N 245 N/m C 2m 2m 2m 2m

Q: A force system is shown consists of Couple C and four forces. If the resultant of this system is a…

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

Q: 2/88 If the resultant of the forces shown passes through point A, determine the magnitude of the…

A: Step 1

Q: Assume that you know the reactions at A and F. Draw a free-body diagram that would allow you to…

Question

F
M
A
ID
E
|C
F
B
a
a
b
Given that w = 19 kN/m, F = 31 kN, M = 41 kNm, a = 4 m, b = 2 m
and c = 2 m, determine the internal normal force, shear force and
bending moment at points Eand Fin the compound beam. Point F
is located just to the left of the force Fand couple moment M.
Round all answers to the nearest integer.
Normal force at E in kN (round to the nearest integer):
kN
Shear force at Ein kN (round to the nearest integer):
kN
Bending moment at E in kNm (round to the nearest integer):
kNm
Normal force at Fin kN (round to the nearest integer):
kN
Shear force at Fin kN (round to the nearest integer):
kN
Bending moment at Fin kNm (round to the nearest integer):
kNm

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 1

VIEW

Step 2

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

Please solve quick and correctly
the answers must be: By = 49,111.11 NVcmax = -9277.78 N+Mcmax = 54,222.22 N-m
D (5000 mm?) (4000 mm (5000 mm?) 3 m (4000 mn) (5000 mm) B (5000 mm?) A 100 kN 2 panels at 4 m 8 m E = 200 GPa Analyze the truss shown using MCD. Determine the force in member AE. For reactions that is downward and going to the left, input your answers as negative. * („uu 000) /4000 mm)
Answer Keys: By = 49,111.11 N Vcmax = -9277.78 N +Mcmax = 54,222.22 N-m
X = 193 Y = 93 A = 2 B = 7 C= 9
6
DETERMINE THE MAGNITUDE AND RECTANGULAR EQUIVALENT OF THE RESULTANT R OF THE FORCES P1= 550 N, P2 = 1000 AND P3 = 750 N.
For a figure shown, a. Draw the influence for reaction at A. b. Draw the influence for Shear At C c. Draw the influence for moment At C. d. Determine the maximum values of these functions for a moving uniform distributed load of 5KN/m. ( Show complete solution.)
Use Use x = 137 y = 37 a = 6 b = 8 c = 1 answer number 20 and 21 only
PROBLEM 2. For the non- concurrent Force system shoon. Determine the magnitude of the resultant Force and its intersec tion From point Ĥ withn AB. 100ON 700N 1500N 300N 60° 500N-M jm IM 3m
The force F = 254 N acts from D towards E, as shown. 165 mm 330 mm 132 mm Determine the magnitudes of the moments of force F in N- m about the following lines. (a) OA N.m (b) ос N. m (c) CG N.m (d) GE N- m (e) GB N-m (f) AF N. m (g) GF N- m
Show solution with detailed Free body diagram/drawings.