Pls continue solving in finding the internal reactions. Calculate the reactions at each support. Draw the shear, moment, elastic curve and axial force diagram. ps. Pls write it on a paper and use pythagorean theorem 3.) Fixed at A, Hinge at E, Internal Hinge at B.D.F.2 GOIN4.0m<- Ax8.0mSubst. →Σ ΜΕ ΤΟ GAy (10) + MA-25 (5) + 15(s) = 0Ay (10) + MA = 50MA= 50-10 Ay →RIOM- 4 Ay +50=0Ay = 12.5 kN@ba- 0MA= -15MA- 75 KN.M@ 0MA = 50-10AYMA= 50-10(12.5)25 kN↓c3 Ay + 4 Ax + (50-10 Ay)-D3 Ay - 10 Ay +4 Ax +50=0- TAY + 4 Ax +50=0 (20)Subst →7 Ay + 4 Ax + (50-10Ay) - 507Ay-10Ay +4Ax +50=50-3Ay + 4 Ax = 0→Ba@2a-3a- TAY SAX50=0- 3 Ay+gAx=0-3 Ay+ 4AX=0-3 (12₁6) + 4 Ax=0Ax=9,315 kN2.0mD₂3.0mt10kN/mTEXFy3.0m@ ABAyMA@ A B C D-AxAAXAy15 KNJa2.0mB, 4 BxToy25kNCΣMB- 0 Co³ +Ay (3) + Ax(4) +MA-O3Ay +4 Ax +MA-0-6-DXP↑DyZMp=0 C² +Ay(1) + Ax(4) + MA-25 (2)=01 Ay+ 4AX + MA= 50 -13 25 KNAM2.0mAY3.0mB2.0m3.● Fixed at A, Hinge at E, Internal Hinge at B, D and F10 KN/mE15 KN3.0m 3.0m 2.0mG

The purpose of internal hinges in a structure is to reduce the static indeterminacy of the…

Answered: 3. ● 4.0m A Y 3.0m B 2.0m 30 25 KN C…

3. ● 4.0m A Y 3.0m B 2.0m 30 25 KN C 2.0m Fixed at A, Hinge at E, Internal Hinge at B, D and F 10 KN/m E 3.0m 3.0m 15 KN 2.0m G

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: identical rods except for their length supports a rigid

Q: Q1. Figure Q1 shows a statically determinate overhanging beam. The beam is subjected to a triangular…

A: Given data:

Q: Compute for the Shear and Moment Equation each segment. Compute the Reactions and Draw the detailed…

Q: Note: Pi= 1000 lb and P:= 500 lb 4 ft 4 ft 4 ft 666 239 222

A: Using the Method of Joints: Joint A: Taking equilibrium of vertical forces (∑Fy = 0), Taking…

Q: 4

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

Q: A roof truss is loaded and supported as shown in Figure 2. The joints are all pinned. Take L = 3 m…

A: Given data:

Q: (a) Calculate the shear equation V (x) and the moment equation M(x) as a function of the length L…

A: To determine:(a) Shear force and bending moment equations(b) Verify V(x)=ddxM(x) and verify the…

Q: Consider the planar truss shown in the figure (not drawn to the scale) L VP Neglecting self-weight…

Q: Find the the value of the internal force member CA; Note: Support at A is a Pin and Support at B is…

A: To find force in member Ac?

Q: Question #3: Solve the truss shown in the figure below (find the forces in all members as well as…

Q: (Beam-like structure with two forces P applied at an angle x = 20°. This structure has a double…

A: Given data:

Q: The simply supported beam is subjected to the force F-550 N and the uniform distributed load with…

Q: The uniform bar with end rollers weighs 53 lb and is supported by the horizontal and vertical…

Q: Problem II. The truss shown in the figure below is applied with force P (refer to the table of…

Q: Problem 4 The shown bent tube is connected to a guide at A and rests on a roller support at B. It is…

Q: The uniform beam has a mass of 47 kg per meter of length. Determine the reactions at the supports. A…

A: Reference : Structural analysis, Basic mechanics and reactions at supports. Given : The uniform beam…

Q: C A D B 0.25 m 0.5 m 0.15 m

Q: The sum of the two forces acting at a point is 16 N. If the resultant force is 8N and its direction…

Q: In the truss shown in the Figure, the force in member BC is: 100t 30 a. 100 Tons (C) b. 100 Tons (T)…

A: Given data in question Truss Point load Span member length Angle To find out Force in member BC

Q: The segment AB of the steel torsion bar is a cylindrical tube of constant 2-mm wall thickness.…

Q: Problem 6: For the beam and loading shown below, derive an expression for the reaction force at B.…

A: Given :

Q: y 9 kips/ft 5 kips/ft A В C D 6 ft 10 ft 11 ft

Q: 55 kM y 70 kN/m В C 3 m 7 m

A: Given : Simply supported overhang beam with UDl, UVL and point loads

Q: Determine the components of the P kN force. The components must parallel and perpendicular to the…

A: Given P = 10KN Angle of force = 20⁰

Q: 1. A line having an equation of y = 2x intersects the curve y² = 8x. Compute the centroid.

A: y=2x y2=2x to find centroid

Q: В 60° k www 45° C D E A

Q: A trapezoid is shown in the figure. 1. Compute the area of the trapezoid. 2. Compute the Centroid of…

A: Given Trapezoid with dimensions. To Compute 1. The area of the trapezoid. 2. The Centroid of the…

Q: PROBLEM 2 A steel bar is bolted to another solid steel structure as shown in Figure 2. A force 400…

A: Introduction- Reinforcing bars, or rebars, are another name for steel bars. It's a steel wire mesh…

Q: Determine all the reactions at the support of the three-span continuous beam shown in the figure.…

A: Solution:, The given diagram is shown below,

Q: The structure in the figure is composed of two rigid bars (AB and CD) and two vertical rods made of…

Q: 2 m 2 m 2 m 4m 4 m A B C| 2 m ID 2 m 3 m M 4 mi m The traveling crane in the figure can move between…

A: The traveling crane in the figure can move between G and I , the crane has a counter weight at D and…

Q: The uniform beam has a mass of 57 kg per meter of length. Determine the reactions at the supports. A…

A: Reference : Structural Analysis To determine : Reactions at A and B

Q: 4. 4 point A shown in the figure has coordinates (6,4) determine the moment of force P about E…

A: The points with the given coordinates is as shown below To find:- Moment about point E Concept:-…

Q: Compute for the Shear and Moment Equation each segment. Compute the Reactions and Draw the detailed…

Q: 50 kips 20 kips/ft 560 kip-ft В D | F 6 ft 10 ft 6 ft 12 ft 6 ft

Q: The sign has a mass of 100 kg with a center of mass at G. Determine the components of the reaction…

A: The mass of the sign = 100 kg The weight of the rod AB is to be neglected To determine:- The…

Q: Find the equivalent force in terms of P in members CF. P= 78 kN Subject: Structural Theory

A: In this truss the distances and angles are not provided but we can calculate force in member CF by…

Q: Determine the reaction forces on A and D and the force in member FC of the truss shown below. F G E…

A: Given, To determine, the reaction forces on A and D and the force in member FC

Q: The uniform beam has a mass of 41 kg per meter of length. Determine the reactions at the suppor y

A: to find support reaction at point A and B

Q: Structural Analysis II (Please use the consistent deformation method)

A: Data given Find: reaction and axial forces by consistent deformation method

Q: Example: Use the stiffness method to determine the reactions then draw the BMD for the shown beam.

Question

Pls continue solving in finding the internal reactions. Calculate the reactions at each support. Draw the shear, moment, elastic curve and axial force diagram. ps. Pls write it on a paper and use pythagorean theorem

3.) Fixed at A, Hinge at E, Internal Hinge at B.D.F.
2 GOIN
4.0m
<- Ax
8.0m
Subst. →
Σ ΜΕ ΤΟ G
Ay (10) + MA-25 (5) + 15(s) = 0
Ay (10) + MA = 50
MA= 50-10 Ay →
RIOM
- 4 Ay +50=0
Ay = 12.5 kN
@ba
- 0
MA= -15
MA- 75 KN.M
@ 0
MA = 50-10AY
MA= 50-10(12.5)
25 kN
↓c
3 Ay + 4 Ax + (50-10 Ay)-D
3 Ay - 10 Ay +4 Ax +50=0
- TAY + 4 Ax +50=0 (20)
Subst →
7 Ay + 4 Ax + (50-10Ay) - 50
7Ay-10Ay +4Ax +50=50
-3Ay + 4 Ax = 0→Ba
@2a-3a
- TAY SAX50=0
- 3 Ay+gAx=0
-3 Ay+ 4AX=0
-3 (12₁6) + 4 Ax=0
Ax=9,315 kN
2.0m
D₂
3.0m
t
10kN/m
TEX
Fy
3.0m
@ AB
Ay
MA
@ A B C D
-Ax
AAX
Ay
15 KN
Ja
2.0m
B, 4 Bx
Toy
25kN
C
ΣMB- 0 Co³ +
Ay (3) + Ax(4) +MA-O
3Ay +4 Ax +MA-0-6
-DX
P↑
Dy
ZMp=0 C² +
Ay(1) + Ax(4) + MA-25 (2)=0
1 Ay+ 4AX + MA= 50 -13

25 KN
AM
2.0m
A
Y
3.0m
B
2.0m
3.
● Fixed at A, Hinge at E, Internal Hinge at B, D and F
10 KN/m
E
15 KN
3.0m 3.0m 2.0m
G

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: Introducing Given Data

VIEW

Step 2: Calculation of reactions at E

VIEW

Step 3: Calculation of reactions at A

VIEW

Step 4: Calculation of Internal forces for part AB

VIEW

Step 5: Calculation of Internal forces for part BCD

VIEW

Step 6: Calculation of Internal forces for part FG

VIEW

Step 7: Calculation of Internal forces for part DF

VIEW

Step 8: Calculation of Axial forces for member DE, DF & EF

VIEW

Step 9: Calculation of Internal forces for part DE & EF

VIEW

Solution

VIEW

Step by step

Solved in 10 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

Use the following concept to solve: The summation of moment is zero. The summation of forces in x and y component are zero.
Determine the maximum moment in kip-ft for the beams shown below using th method of consistent deformations. Select the reaction at the interior support to b the redundant. Express your answer in absolute value and use two decimal places 3 k/ft -B 25 ft 15 ft 21 E = 29,000 ksi I= 2,500 in.+
A load Pis supported by a structure consisting of rigid bar ABC, two identical solid bronze [E = 15900 ksi] rods, and a solid steel [E = 30300 ksi] rod, as shown. The bronze rods (1) each have a diameter of 0.69 in. and they are symmetrically positioned relative to the center rod (2) and the applied load P. Steel rod (2) has a diameter of 0.42 in. Assume L=37 in and L2=68 in. If all bars are unstressed before the load P is applied, determine the normal stresses in bronze rods (1) and steel rod (2) after a load of P = 28 kips is applied. (1) L2 (1) B P. Answers: i 27.744 ksi. 02 = 4.512 ksi.
1. Given: A structure shown below Find: (1) Determine the magnitudes and locations of the two distributed loadings. In other words, determine the magnitude and location of the loading between A and C, and those of the loading between D and B. (2) For the member DEB, (a) take the moment at B and find the reaction at E and (b) then find By by either Fy= 0, or EMp = 0. (Recall that support conditions at B and E are rollers, so there are no reactions in x-direction.) (3) For the whole structure, 3 unknown forces and moment at A (Ax, Ay and Ma) are the only unknowns. Determine those 3 unknowns at A. 900 N/m 900 N/m B A C D 2E - 3 m 3 m - 4 m - 3 m3 m-
The uniform beam has a mass of 41 kg per meter of length. Determine the reactions at the supports. A Answers: = D Ay Bx= By= i i 2 m N Z Z N N 1.3 m 390 kg B
The uniform beam has a mass of 52 kg per meter of length. Determine the reactions at the supports. A Answers: Ay = Bx= By: = i i i 2 m N Z Z Z N N 1.2 m 350 kg B
This subject is Statics of Rigid Bodies. Show your solution
The frame shown is supported by fixed support at E and smooth surface at A. Find: • the internal forces exerted by the internal Pin at B. Bx=... By=.. • The internal force at D 600 N 0.4 m B 0.4 m A E -0.3 m- -0.3 m- -0.3 m 3 m- -0.3 m-
Solve and provide solutions with explanation
Solve it now but correctly
Linear Systems and Design Decisions Consider the structure in Figure 1. We will study the forces in the bars of this structure for various r. Develop the equations of static equilibrium and write them in matrix form. Take F2 N. The stiffness matrix A should be in terms of 2. Hint: The supporting structure at E is a pin and at D is a roller, the load on A is F and on B is. The length of member ED is 1m and of AD is 2m, variable z represents the length of member BD and CE. E in D 2m
From the following armor, determine the following: Reactions in A and F. The internal forces at node C. (Indicate whether the forces are in compression or tension.) The internal forces in the elements CH, CD and HI. (Indicate if the forces are in compression (C) or tension (T)). Draw the respective free-body diagrams. Consider the following: A and F are supports. the angles a, B, y are angles of 90, 60 and 30 ° respectively (Check image pr2 for the image of the armor) (Check image pr2.2 for the values to be used)