Ana ly ze th es ta tic a lly in de te rm in a tes lo pe -beamshow nbyth ede fle c tio n m e th od. D raw shear and b ending -mom ent dia gram s. Sketch thede form ed stru c tu re. Cond itio n of supports: A is hinge, B is hinge, C ish in ge. No te : Find the va lu es of MAB, M BA, MBC, M cB. 8A, 0B, and ec. Ind ic a teCB :if it is zero.PbA3 lc2 lcBDATAabPftftkipftk/ft1739132.9

Answered: Image /qna-images/answer/23586fac-f658-4fde-8986-36cfeaeef2a0.jpg

Answered: de fle c tio n m e th od. D raw shear…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

Given: Consider the truss shown below and the series of loading. 20 k Required: 8⁹ An 8⁹ 8⁹ 8' 8' a 10 k 8' (A) (A) Calculate the force in member bd for case (A) (B) Calculate the force in member bd for case (B) (C) Calculate the force in member bd using the principle of superposition for the truss loading below. DO NOT use equilibrium equations. 10 k d 5 k a 8⁹ 8' (B) b 8'
Q-1 Link-2, shown in the figure, is 30 mm wide, has 12 mm diameter bearings atthe ends, and is cut from low carbon steel bar having a minimum yield strength of190 MPa. The end-condition constants for link-2 are C = 1 and C = 1.2 for bucklingin and out of the drawing, respectively.a) Draw necessary and clear free-body diagrams to determine the reactions atthe supports and the load on both member-2 and member-3. b) Determine a suitable thickness for link-2, based on a design factor of safetyηD = 4, and considering a material having E = 207 GPa, and a minimum yieldstrength Sy = 350 MPa.c) Determine the stress and resulting factor of safety for each pin, and state yoursuggestions in case of design factors less than 4.
Determine the magnitude of the pin force at A. Assume W = 520 Ib, a = 2.9 ft, b = 2.4 ft, r = 7 in. a C B A W D Answer: A = i Ib
Q4/ The rigid beam is supported by a pin at A and two steel wires BD and CE. Each rod has a diameter of d. If the load P on the beam causes the end C to be displaced h downward, determine the normal strain developed in wires CE and BD and the applied load P. Assume E steel = 200 Gpa and a= 1.5 m, b= 1lm, d=30 mm, h= 8 mm 2а b a - a
Problem # 4. A 12-mm-diameter steel E 200 GPa] rod (2) is connected to a 30mm wide by 8 mm thick rectangular aluminum [E 70 GPa] bar (1), as shown. required to Determine the force P stretch the assembly 10.0 mm. Ans: = A (1) 0.45 m B (2) 1.30 m - C
Determine the force in each member of the loaded truss. The forces are positive if in tension, negative if in compression. Assume F- 3190 N, a - 2.8 m, b - 5.6 m, 0 = 43°. B. a D b F Answers: AB - N AC - i N AD - i N BC - i N CD - i N
The 300 N homogeneous bar AB, as shown, is supported by a pin at A and the cord BC. Determine the pin reaction at A on the bar AB. A -4 m 3 4 B 7
A bridge girder AB on a simple span oflength L =14 m supports a distributed load of maximumintensity q at mid-span and minimum intensityq/2 at supports A and B that includes the weight ofthe girder (see figure). The girder is constructed ofthree plates welded to form the cross section shown.Determine the maximum permissible load q basedupon (a) an allowable bending stress σallow =110 MPaand (b) an allowable shear stress τallow = 50 MPa.
Determine the force in member BF. The force is positive if in tension, negative if in compression. B 26° 12 G 7.0 kips 3.5 kips 4.0+ 4.0- -4.0'- Answer: BF - 3.15 kips
Determine the force in member DE and in the counters that are acting when P₁ = 7 kips and P₂ = 13 kips. Counters ABA A B P₁ E F The force in DE is The force in counter BE is The force in counter DG is G P₂ 8 ft → kips. ((Click to select) ✓ H kips. ((Click to select) kips. (Click to select) T 6 ft
The rope ABexerts a 46 - N force T on the collar at A Let rCA be the position vector from point C to point A. (Figure 1) Figure K 1 of 1 > 0.15 m 0.4 m 0.2 m 03m 05 m 0.25 m 0.2 m
b) A frame designed to test the compressive strength of concrete blocks is composed of the four pressure pads, the four compression links, and the three outer links arranged in a square as shown. Express the compressive force C acting on each side of the square concrete block in terms of the applied forces P. P P Activ Go to S

SEE MORE QUESTIONS

Recommended textbooks for you

Structural Analysis

Civil Engineering

ISBN:

9781337630931

Author:

KASSIMALI, Aslam.

Publisher:

Cengage,

Structural Analysis (10th Edition)

Civil Engineering

ISBN:

9780134610672

Author:

Russell C. Hibbeler

Publisher:

PEARSON

Principles of Foundation Engineering (MindTap Cou…

Civil Engineering

ISBN:

9781337705028

Author:

Braja M. Das, Nagaratnam Sivakugan

Publisher:

Cengage Learning

Structural Analysis

Civil Engineering

ISBN:

9781337630931

Author:

KASSIMALI, Aslam.

Publisher:

Cengage,

Structural Analysis (10th Edition)

Civil Engineering

ISBN:

9780134610672

Author:

Russell C. Hibbeler

Publisher:

PEARSON

Principles of Foundation Engineering (MindTap Cou…

Civil Engineering

ISBN:

9781337705028

Author:

Braja M. Das, Nagaratnam Sivakugan

Publisher:

Cengage Learning

Fundamentals of Structural Analysis

Civil Engineering

ISBN:

9780073398006

Author:

Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning

Publisher:

McGraw-Hill Education

Sustainable Energy

Civil Engineering

ISBN:

9781337551663

Author:

DUNLAP, Richard A.

Publisher:

Cengage,

Traffic and Highway Engineering

Civil Engineering

ISBN:

9781305156241

Author:

Garber, Nicholas J.

Publisher:

Cengage Learning

SEE MORE TEXTBOOKS

de fle c tio n m e th od. D raw shear and bending -moment diagram s. Sketch the de form ed stru c tu re. Cond itio n of supp orts: A is hin ge, B is hin ge, C is hin ge. No te : Find the valu es of MAB. M BA, MBC. M cB. oA, 0,, and ec - Ind ic a te if it is zero. 3 lc 2 lc B