5 KN-SA1428ESSEaosorIS\e0\810S3m+12 KN10kDVH3mJ1. FROM THE GIVEN TRUSS, DET. THE FF:a. HORIZONTAL REACTION @ Jb. VERTICOL REACTION @ JC. REACTION F3E141I3m40°+11 KNC3m3m3m3m2. DET THE FF:sepat2006989969 1a. FORCE ACTING ON MEMBER "EF"AND IDENTIFY IF T OR Cb. MEMBER "HE"C. MEMBER EI"

Answered: Image /qna-images/answer/a3ecf105-a55b-4d88-a72b-9c870d70b124.jpg

1. FROM THE GIVEN TRUSS, DET. THE FF: a. HORIZONTAL REACTION @ J b. VERTICOL REACTION @ J C. REACTION @ F 2. DET THE FF: a. FORCE ACTING ON MEMBER EF" AND IDENTIFY IF TOR C b. MEMBER "HE" C. MEMBER "EI"

1. FROM THE GIVEN TRUSS, DET. THE FF: a. HORIZONTAL REACTION @ J b. VERTICOL REACTION @ J C. REACTION @ F 2. DET THE FF: a. FORCE ACTING ON MEMBER EF" AND IDENTIFY IF TOR C b. MEMBER "HE" C. MEMBER "EI"

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: A prismatic bar is fastened between two rigid walls at A and B and subjected to loads as shown in…

Q: internal force at member BC internal force at member BD, in N internal force at member CD, in N

Q: 5/103 Find the reaction at A due to the uniform loading and the applied couple. 2 kN/m 12 kN-m A 3 m…

A: Here vertical component of reaction at the point A is Ay, horizontal component of reaction at point…

Q: PH-1 Find the stress in each member of the truss shown in Fig. 4-11a. Indicate whether the members…

Q: Determine the force in member EB for the truss shown. - 2 m 1.5 m E -2 m F 2 m D B 11 kN 22 kN O…

Q: Determine the force in each member of the truss shown in Fig, 6-8a and indicate whether the members…

Q: Determine the reactions at the supports of the beam which is loaded as shown.

Q: b) Beam AE designed by 1FKM Sdn Bhd is supported and loaded as shown in Figure Q5b. (1) Draw the…

Q: In the truss shown below, determine the reactions at A and B, as well as forces in each of the 5…

A: Given above truss we have to find force in all members

Q: Problem 3: Determine the force in each member and state if the member is in tension or compression.…

A: Given truss with lateral loading and it is asked to determine the forces in each member, along with…

Q: A. determine the X and Y components of reaction at the hinge (pin) at A B. determine the X and Y…

A: a) ∑MC=0 Ay x 240 - 70 x 210 - 20 x 180 - 20 x 150 - 30 x 60 - 30 x 30 = 0 Ay = 100 k ↑ ∑MB=0 -Ax x…

Q: 530 N 310 285 310 mm mm mm 325 mm 550 mm 325 mm

A: Consider the given figure. The vertical reaction at point B is By. The horizontal reaction at point…

Q: h PI P2 HY B a - a I P3 G C a P4 L a) Determine the reactions at the supports A b) Using the method…

Q: 022 Plate 3-Method of Consistent Deformation Determine the force in member CD of the truss shown in…

Q: 1.count and determine the direction of all support reactions 400 N C = Sendi B 4 m A 600 N A = Rol m…

Q: Determine support reaction at B

A: Given data : Point load=P P=23 kips Uniformly distributed load=q q=1 k/ft

Q: hinge hinge

Q: 4) Determine the reactions at pin C for the 3 member frame shown below. A y (7) - 500(7) = 0 1 By =…

A: Given :

Q: 125 k Hinge 8 ft 50 k t 10 ft B 16 ft A 12 ft |-12 ft- 36 ft- --14 ft--14 ft-

Q: 2) Determine the force in member BD of the structure components shown. Also determine the of the…

A: Given : Determine the force in member BD and also determine the component of reaction at C ?

Q: T- For the following bar element, find the reactions at supports using FEM if EA=10000 t 12 t -6 m.…

A: NOTE - Hi! Thank you for the question As per the honor code, We’ll answer the first question since…

Q: Problem 2 The mechanical system consists of two identical steel rods (A = 30 mm2, E = 200GPA, a =…

A: To determine the axial stresses in rods 1 and 2 and the angle through which the beam AC would…

Q: The members of a truss are pin connected at joint O. Set 0 = 60°. 5 kN 70° 30 7 kN Magnitude of F1:…

Q: 1.) Determine the force in each member (and identify whether it is compression or tension) of the…

Q: (Situation 1) Determine the support reactions on the following structures: (a) cont -6 ft- 5k/tt -12…

A: A loaded beam is given and it has been asked to determine support reactions. Please refer step 2 for…

Q: hinge 7 (a) hinge hinge + hinge hinge 166 (c)

Q: Determine the support reactions on the rigid structure using the FBD drawn in part 1. Clearly write…

A: Consider the free body diagram of the given beam as shown below.

Q: is statically indeterminaté externälly, thên détérmi: he degree of external indeterminacy. Hinge…

A: For Reaction Apply Equilibrium condition Force in x direction and in y direction must equal to…

Q: Problem 5: Inputs: a = 1.75 m b = 2 m ● c=1m d=2 m ● ● ● ● h = 2.5 m F₁ = 12 kN F₂ = 8 KN This frame…

Q: Ax 10 KN AY 230° 20 KN 2.5m 20 KN 20 KN I H IFY -√250/200 / 200 /M² 2.5m 2.5m 2.5m 20 KN VE U 3m

Q: Example 2 Determine the reaction at the roller support B of the beam shown, the support B settles…

Q: Determine (approximately) the reactions at the base (A, B, C, D) of the columns of the frame shown.…

A: To determine: Support reactions ar A, B, C and D.

Q: 1-12* A beam is loaded and supported as shown in Fig. P1-12. Determine the reaction at support A.

A: Given beam is Cantilever loaded with point load=2 kn and couple=3 kn-m It is asked to find support…

Q: Determine the internal force of the following members in the structure below. [ Select] v 1. DF […

Q: The deflection curve for a simple beam AB (see figure) is given by the following equation: 40x 10Lx…

Q: O Determine the support reactions beam shown here: the

A: Given: Beam AB with the loading as shown in figure

Q: 24: Determine the reactions at the supports 4KN 25 AN 3m 200 N 200 N 200 N III m-

Q: The frame supports a 6-kN vertical load at C. The bars ABC and DEF are horizontal. (Figure 1) Figure…

A: Frame is a structure composed of members connected by joints. The commonly used support is pin. It…

Concept explainers

Beams and Frames

A beam is a horizontal structure or a member which is always subjected to transverse shear loads.

Question

5 KN-
SA
1428
ESSE
aosor
IS\e0\810S
3m
+
12 KN
10k
DV
H
3m
J
1. FROM THE GIVEN TRUSS, DET. THE FF:
a. HORIZONTAL REACTION @ J
b. VERTICOL REACTION @ J
C. REACTION F
3
E
141
I
3m
40°
+
11 KN
C
3m
3m
3m
3m
2. DET THE FF:
sepat
20069
89969 1
a. FORCE ACTING ON MEMBER "EF"
AND IDENTIFY IF T OR C
b. MEMBER "HE"
C. MEMBER EI"

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

Step 2

Step 3

Step 4

Step 5

Step by step

Solved in 5 steps with 5 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

A compound beam as shown with a pin at A, a hinge at C, and rollers at B and D,1) Draw all F.B.D.s for your calculation;2) Determine the reactions at A, B and D when the beam is in equlibrium [Hint: 1) ABC part is the independent part and CD is the dependent part of the compound beam. The analysis always starts from the dependent part, then the independent part. 2) Draw the FBD of CD part first.]
The members of the truss shown are aluminum pipes that have an outside diameter of 4.50 in. and a wall thickness of 0.237 in. Determine the reaction at supports A and B, respectively.
Determine the reactions at the supports forthe beam shown.
Determine the reaction at the supports for the truss.
If AC is a two-force member and the magnitude of the reaction at A is 4.63 kN, determine the magnitude of the shear force at a-a. a 4 m A 3.22 m C C 3 m B C
1. REACTION AT A 2. Force at member FEB
1. Classify each of the following structures as statically determinate, indeterminate, or unstable. Indicate the degree of indeterminacy for statically indeterminate structures. (a) (b) (c) (d) (f) (g) 3. 6-2
Z B D K E F1 F2 AC, CE, EG, GI, IK, BD, DF, FH, HJ = 9.5 m, AZ=11.5 m, ZB=5 mF_1= 65 kN, F_2 = 65 kN For the truss as shown and the loading indicated. Show the free body diagram for the joint: Olncluded in manual solution ONot made 1.Find the reactions. Reaction at A is: kN. (answer to the nearest whole number) Reaction at K is: kN. (answer to the nearest whole number) ENG 2 G 4 O E
Calculate the reactions at the supports A and B 10 ft 10 ft 35 k-> A 17.32 ft -20 ft- Hinge 2.5 k/ft -20 ft- B
Classify the the following structure as statically determinate (Write SD), statically indeterminate (Write only the degree of indeterminacy, i.e. if SI in 2 degree, only write 2) or unstable (Write U)
Q (2) Determine the reactions for the truss shown below, draw the (FBD). 4t 0-5t 2m 1t 2 1t 2 0-5t 2m 2 m
A 8K 4K 16'-0" 1.5 K 4'-0" 4'-0" 4'-0" 4'-0" 2a. Support A is fixed. Calculate the reactions at support A. Show the reactions clearly on the diagram.