E213: Statics of Rigid BodiesPage 75 of 103NORTHWEST SAMARSTATE UNTVERSITYResitence Integrity Service EscelenceSTATICS OF RIGID BODIES5. Determine the pin reactions at A and all forces actingon member DEF of the frame shown. Neglect theweights of the members.Ans. A = 60 KN, F= 28.30KN– 2.5 m- 2.5 m 0.5 mIm40 kNDE2 m3 mIm

Answered: Determine the pin reactions at A and…

Determine the pin reactions at A and all forces acting on member DEF of the frame shown. Neglect the weights of the members.

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 external determinacy of the following structures. Put D - if the structure is…

A: Given data in question Beam To find out Indeterminacy Ds= static indeterminacy Dse=external…

Q: The static indeterminacy of the frame shown below is Hinge

A: Given data : Number of member (m)=5 Number of support reaction (R) =3+3+3+1=10 Number of joint (J)=6…

Q: 5 kN 2 m 16 KN 2 m 8 kN + 2 m 2 m B

Q: 80 kN A 1om 10m

A: Degree of Redundancy of the structure, DOR = 5-3=2 Therefore, no of redundants = 2 Taking reaction…

Q: PROBLEM: For the truss loaded as shown, determine the reaction at A (RA) and at G (Gy and Gx). Also,…

Q: Get the degree of kinematic indeterminacy of the following structures. The no. of nodes, total no.…

A: Since the Given has gas multiple sub parts therefore as per guidelines only 1-3 parts will be solved…

Q: 1. Determine the magnitude of the pin reaction at B by recognizing that BD is a two-force member. -…

Q: Solve all reactions and the forces in every member.

A: The combination of two or more straight structural members connected by therE ends commonly…

Q: 3. The 300 N force is along the BG member. For the given truss: (a) Draw the FBD of the truss. (b)…

A: Free body diagram:Compute the angle:

Q: etermine the reactions at the supports A and B. Observe that A is a roller support and B is a pin…

Q: find the reactions at a and d

Q: Determining the reactions and forces of the members DE, EF, MJ and KL of the following truss. K 15…

Q: gth of line AC is 4 m long. The rt at Point A is pin - connected* he following: etion at Point A.

A: tanθ = 54⇒ θ = tan-154= 51.34°

Q: Determine the support reactions and internal member forces for the structure. E=200GPa A=2500 sqmm…

Q: The 450-kg uniform l-beam supports the load shown. Determine the reactions at the supports. -5.6 m-…

Q: A 5kN/m 21 5m B 20kN 2m I 2m C 3kN I 3m D

A: The beam is given as To find:- Support reactions and bending moment diagram Concept:- The slope…

Q: 5. Determine the force in members BD and BC. Find also the force components at the pin connections…

Q: 4) A plane truss is shown in the figure. 4-a) Determine "the degree of redundancy" (or "the degree…

Q: Determine the reactions at support A, C and E (k) of the given beam. 16 kips 16 kips D E 12'- 12'-…

Q: (Situation 2) Determine the support reactions and member forces on the following trusses: 9 ft ₁2 k…

A: Given figure shows a truss provided with hinge support at D and roller support at B Required-To…

Q: Classify each of the pin-connected structures shown as statically determinate or statically…

A: STATICALLY DETERMINATE STRUCTURE: A Structure is said to be determinate if condition of static…

Q: Determine the force in each member of the loaded truss and indicate if the members are intension or…

A: Solution:

Q: 1. Given: Truss shown below with P = 100 N Find: (1) Reactions at A and E and (2) forces in all the…

A: given truss

Q: THE TETRAHEDRAL SPACE TRUSS HAS A HORIZONTAL BASE ABC IN THE FORM OF AN ISOSCELES TRIANGLE AND LEGS…

A: Given -

Q: The construction features of a cantilever truss bridge are shown in Fig. Here it can be seen that…

Q: 2-34. Determine, the reactions at the supports A, B, and E. Assume the bearing support at B is a…

A: - Let VA , VB , VE be the vertical reaction and HA and HE be the horizontal reaction at support A,…

Q: The bent rod ACDB is supported by a sleeve at A and a ball-and-socket joint at B. Determine the…

A: Draw the free body diagram.

Q: The support at A prevents rotation and horizontal displacement but permits vertical displacement.…

A: Finding out reactions and moment.

Q: Determine the force in each member of the space truss and state if the members are in tension (T) or…

A: Given, F→=-200 i^+400j^ N To determine Forces in all members of the given truss

Q: The asymmetric simple truss is loaded as shown. Determine the reactions at A and D. Neglect the…

Q: 15. For the roof truss as shown, it is pinned at point A and supported by a roller at point H.…

Q: 1. Given the truss shown in the figure below: a. Complete the overall free body diagram for the…

Q: The truss shown is supported by roller at A and hinge at B. Solve for the of the reactions at A and…

Q: Solve for the reactions and all the member forces directly on the truss members. Use method of…

A: Given data:

Q: Determine the reactions at the supports and forces at hinge B acting on member CBA and the Tension…

A: To find support reaction

Q: For the truss shown below, calculate the horizontal reaction at D if the support at D is changed to…

Concept explainers

Load on Structures

Civil engineers primarily deal with beams in their day-to-day applications. A beam is a structural member that resists shear loadings. There are various types of beams such as cantilever beam, simply supported beam, and over the hanging beam. All these beams have a different end and loading conditions.

Question

E213: Statics of Rigid Bodies
Page 75 of 103
NORTHWEST SAMAR
STATE UNTVERSITY
Resitence Integrity Service Escelence
STATICS OF RIGID BODIES
5. Determine the pin reactions at A and all forces acting
on member DEF of the frame shown. Neglect the
weights of the members.
Ans. A = 60 KN, F= 28.30KN
– 2.5 m- 2.5 m 0.5 m
Im
40 kN
D
E
2 m
3 m
Im

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 6

Step 7

Step 8

Step by step

Solved in 8 steps with 14 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

K EGM251 - Statics null Q Question 1 Determine the forces in all the members of the truss shown in figure and indicate the magnitude and nature of the forces on the diagram of the truss. All inclined members are at 60° to horizontal and length of each member is 2m. 40 kN 50 kN B 60° 60 60° 60° A E RA 2 m 2 m Rp 60 kN
A rigid beam loaded with negligible mass is pinned at Band is supported by two identical rods, except for thelength. SHOW FBD AND DEFORMATIONA) Determine the force in rod CB) Determine the force in rod D
Subject: Statics of rigid Body Solve the following and provide a FBD
Determine the reactions at the supports and draw the bending moment diagram for the following structures. Verify the results the RISA-2D. (Ans : Ay=12.483kN, M₁--10.388kNm, By-22.885kN, Cy=12.632kN) 5kN/m 21 5m 20kN 2m 2m 3kN I 3m D
Determine the reactions at the supports and draw the bending moment diagram for the following structures by using flexibility method. Verify the results the RISA-2D. (Ans : Ay=12.483kN, MA=-10.388kNm,By=22.885kN, Cy=12.632kN)
Find the forces in members HC, CE, and FG if P is 10 kN.
3 ft 100 lb 3 ft- 200 lb-ft 2 ft 000 Az □ Ay DO 000 NA along the rod MA B₂ By Fa perpendicular to the rod No perpendicular to the surface at B MB L. Identify the support reactions on the smooth uniform bar shown in (Figure 2). Check all the possible support reactions on the beam, even if some of them are equal to zero due to the loading given. Make sure the reactions in the set you choose do not depend on each other.
CE - PC 311 - STRUCTURAL THEORY Plate No. 10 - Analysis of Statically Indeterm in ate Beam s 1. By the moment-area m e thod c a lc u la te th e slopes of the e la stic curve at A, B and C and the vertic al de fle ctio n at C of the sim p le beam. E = 30,00 0 k/in and I = 300 in *. 2 Refer to th e fig ure b e lo w. AIl decim a ls m ust be inclu ded, do not round o ff answers. A Il figures must be in c luded and drawn straight. Curves may be done freehand. Sum marize your ans wers as shown below. Required V a lu es Answer B A X 1 X 2 X 1 X 2 kip ft ft 15.8 5 15 B.
Asiacell Asiacell 2_52830267386... -> H.W3 The simply supported beam diameter 50 mm shown in Fig. (a) supports 30-kN concentrated force at B and a 40-kN•m couple at D. A) Sketch the shear force and beading moment diagrams. B) Calculate the maximum bending stress and the maximum shear stress of the beam. Neglect the weight of the beam. Pn= 30 kN 3 m 4 m 3 m E B Cp= 40 KN•M (a) 2 ...
EI is constant take any value
Q1. (а) Figure Q1(a) shows a beam loaded with a point load and a partially UTM uniform distributed load. respectively. support at A and B are roller 3 UTM The M 5 UTM (i) Draw the free body diagram of the structure. * UTM UTM Determine the support reactions at A and B by taking the (ii) structure in equilibrium condition. ITM O UTM - UTM 5 UTM O UTM 30kN 30° 10KN/m F = 840 N 2m 24 m 2m 4m A \3 m G UTM 15 m 2 m STMUTM 5 UTM FIGURE Q1(a) 10 ni FIGURE Q1(b) 一

a. Determine the degree of indeterminacyb. Select vertical reactions at C and E as redundants. Draw the primary beam by removing the rollers at C and Ec. Subject the primary beam to external loads of 120 KN at B and at D. Compute for C and E using Virtual Load Methodd. Subject the primary beam to unit values of redundants Cy and Ey. Compute the flexibility coefficients fCC, fCE, fEC, fEEe. Write the compatibility equationsf. Solve for the reactions at supportsg. Draw Shear and Moment Diagrams