please specify if the results are compression or tension. And please answer both parts. I 2.5m ? 2.5 m 2.5m2000 #5'5'B45'2.1o00#а.Determine all ZFM and state the rule numberGyou used for each of themb.Use a method of your choice to calculate theforces in members BC, CE and EF.Hint: You may not need to calculate reactions271111to

Consider the figure, Here, T is the tension and C is the compression.

Ro00 # 5' %23 5' 2. 1o00# а. Determine all ZFM and state the rule number you used for each of them b. Use a method of your choice to calculate the forces in members BC, CE and EF. Hint: You may not need to calculate reactions ミメミ

Ro00 # 5' %23 5' 2. 1o00# а. Determine all ZFM and state the rule number you used for each of them b. Use a method of your choice to calculate the forces in members BC, CE and EF. Hint: You may not need to calculate reactions ミメミ

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 horizontal prismatic beam 5 m long is fixed supported at the left end and propped at the right…

Q: Determine the MEMBER END MOMENTS AND REACTIONS of the beam. USE: MOMENT DISTRIBUTION METHOD. 120 kN…

Q: Let Mo = 81kNm. L = 14m Determine the constant C1

Q: : A building shown in Fig (2) Its carries a live load of w =3.5 KN/m². Wa= 0.75 KN/m (not including…

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: W FF 0= 18° 006, AR 0 = 18°

Q: Solwe for all upgnt reactioors reactions 206 フm A 4m ちHnv Gm

A: Moment distribution is the method of distributing moments in every part of the beam, partly by…

Q: b) 50 kN/m B 5 m 21 3 m E = 200 GPa I= 1000(106) mm c)

Q: 10 N 10 N 20 N C E 10 N B R 6.0m 4.0m A J 8 BAYS @ 3.0 m EACH 20 N The vertical reaction at S is…

Q: Determine all the reactions on the following beam. Use DOUBLE INTEGRATION METHOD. 720 N 480 N/m 2.4m…

A: To find the reaction at support B, we will assume support B as redundant. Then we will divide the…

Q: 10oka 50N 40 kw lm B Im t 4m 6m

Q: Could you help me solve this question please? It is statics. Thanks.

A: Draw FBD:

Q: 3.2 a uniform beam of mass 460 kg is loaded as shown below. Calculate support reactions at A and B…

Q: From the continuous beam show, determine the reaction at B in kN. El is constant. 250 kN 20 kN/m B.…

Q: roblem 1: he figure shown is a beam subjected to varying loadings and a point load. a) Determine the…

Q: 1.50 m 1.50 m 1.50 m 2 m 2 m E

A: To Determine Force in the members BC & DE.

Q: The overhanging beam is supported by a pin at A and the two-force strut BC. (Figure 1) Figure 1 1.5…

A: Given :

Q: Using Double Integration method Find the Reaction at the Supports. Assume El is Constant along the…

Q: PAGE DATE 13 K Ak/fb 2 k/ft to 10 10 10' 20' El=Constant

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

A: Given data in question Point load Distance Pulley To find Torque

Q: 3. A barge floating in water, is loaded as shown. Determine its length so that it will remain in…

A: A buoyant object experiencing a force from a fluid is referred to as buoyant. Since fluid pressure…

Q: For the beam loaded as shown in the figure 2, determine the reaction at D in kN using Conjugate Beam…

Q: Find the moment (Nm) acting at O due to all forces and couple present in the following system if P =…

A: An arrangement of cantilever beam is given and it has been asked to determine moment at o which is…

Q: Solve For the reactions at and D 700 N/m bOON 250 N 300 N B A D 250 N/m Im 3m 2m 1.5m 1.5m 1.5m

Q: Slope Deflection Method Instructions: Solve the following problems completely using Slope Deflection…

Q: Analyze by moment distribution. Modify stiffness as discussed in Section 11.5. E is con- stant. Draw…

A: Given data: Taking EI as constant.

Q: 4. The engine hoist is used to support the 160-kg engine. Determine the force acting in the…

Q: RM 300 ↓ 1m

Q: VE FOR THE SUPPORT REACTIONS AND DRAW THE SH GRAM OF THE FOLLOWING. NOT JUST WRITE THE MDM TABLE.…

Q: Using a ring collar the P = 748 N force can act in the vertical plane at various angles. Determine…

A: Given:- The magnitude of the force P = 748 N The force is acting in the vertical plane at various…

Q: solve for the reaction components of the beam loaded as shown and then construct its shear and…

Q: Collars A and B slide along the fixed right-angle rods and are connected by a cord of length L = 4.3…

Q: H.W.4: For the propped cantilever beam shown in Figure assume that El = 100,000 kip-ft and use…

A: ∑Fy=0By+Dy=125×10+5×12=85 kips ...........1∑MD=0125×10+20+103+5×12×14-20By+MD=0MD-20BD=1423.33…

Q: 4m 4m Problem #8: 3m 5KN 3m B 1.5m 8KN 1.5m C 2m 2m

A: Find support reaction. Joint B is pin joint so moment from either side of is zero.

Q: 4.5 b=26 c=10 Determine: Vertical Reaction at C in kN. Moment Reaction at C i

Q: Problem 2. Determine the horizontal and vertical components of the pin reaction at (B) on ABC for…

Q: 3. Solve all the reactions in the beam shown below using Moment Diagram Method. Use E=200 GPa and…

Q: find all the reactions by slope Deflection method Im EI = Const 2m A ली 2m # 2 m

Q: 09.28 l"fil A @ 28 4 PR INTERNA... 200 N · m A В Fimtim - 1 m --1 m 2 m (a) 1/2 200 N/m A B 3 m 3 m…

Q: Méthods only: (Double Integration, Conjugate Beam, Area Moment). Determine the reactions of the beam…

Q: Find the force pneed to fill the gap. Young's modulus as 300 GPa. C 1.5 ст2 2 cm2 A 1 cm 1/2 p 05 m…

A: P is the force which is required to fill 0.5mm gap.

Q: roblem 1: he figure shown is a beam subjected to varying loadings and a point load. a) Determine the…

A: Free body diagram - Here, UVL at section AC is divided in two i.e. UDL of 4KN/m and UVL of (7.9 -…

Q: From the continuous beam show, determine the reaction at B in kN. El is constant. 250 kN 20 kN/m D.…

A: Find reaction at B,RB

Q: 450 N 30 MATHaling.co 30 30 MATHalino com 450 N

Q: ION |20 N Noi Ey om B 4m Em 4m From the figure above, determine the: A. Resultant reaction at…

A: Determine reaction at support and forces in all members

Q: -10 ft 5 ft 24 k EA = constant Which of the following gives the axial force in member 1? Select the…

Q: N. Consider the figure shown below, neglect the self-weight of members AB and BC. 2.0 m E B +0.9 m…

Q: determine reactions at A and B 15キ 3/7 25at

A: Consider the figure,

Q: MOMENT DISTRIBUTION METHOD 6 kN 2 kN/m Example: 8 KN-m MATH com 3. Determine the Reactions at each…

Concept explainers

Properties of materials

A property of a material describes its characteristics and distinguishes it from the others. The material properties are described it in terms of its hardness, color, appearances, and so on. The material properties generally depend on the type of material, or whether it is a metal or an alloy. There are different kinds of material properties such as mechanical properties, thermal properties, physical properties, and chemical properties. Chemical properties describe the material in terms of a chemical change. The mechanical properties come into existence when the material is acted upon by an external load. Thermal properties are associated with the temperature of the material and specific heat.

Question

please specify if the results are compression or tension. And please answer both parts.

I 2.5m ? 2.5 m 2.5m
2000 #
5'
5'
B
4
5'
2.
1o00#
а.
Determine all ZFM and state the rule number
G
you used for each of them
b.
Use a method of your choice to calculate the
forces in members BC, CE and EF.
Hint: You may not need to calculate reactions
271111
to

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

This is a popular solution!

SEE SOLUTION Check out a sample Q&A here

Step 1

Step 2

Step 3

Step 4

Trending now

This is a popular solution!

Step by step

Solved in 4 steps with 6 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

In the cage system below; It is under the effect of a P=250 kN load acting at an angle of θ=75° from the point C. Calculate the horizontal displacement (cm) to the right at point C. (E=2000 kN/cm2 and A=50 cm2 shall be taken for all rods.)
determine the vertical reaction at B in kN using any Geometric Method. Consider 250 mm x 400 (b x h) mm section and E = 100,000 MPa. Enter the absolute value only and round-off your answer to 3 decimal places
Please solve the unknown forces using Three Moment Equation. Thank you. Wu = 23.2 kN/m L1 = 5m L2 = 6m
solve using the values of set 5. urgent pls
Refer to a robot shown . If P =360 kN
A train weighing 890 kN is being pulled up a 1.5% slope by a certain force. The train’s resistance is 5 N per kN of its weight, determine the value of this force if the speed of the train is increased from 24kph to 48kph in a span of 450m distance. Solve by: (a) D’ Alembert’s Principle (b) Work-Energy Method Provide a clear illustration.
'A spade is modelled as a uniform rod, of mass 2kg and length 90cm, attached to a uniform square lamina, of side 20cm and mass 0.5kg. A gardener holds the spade horizontally with hands 30cm and 60cm from the end of the rod. Find the vertical forces exerted by the gardener's hands.' Im having trouble answering this question, the answer is 21.7N and 3.3N.
Assume g=10 m/s2
I am having trouble finding the moment around A the equation I currently have is below M = -6000*1.5 - 4000sin(30)*(3+1.5cos(30)) - 4000cos(30)*1.5sin(30)
Determine the following unknowns on the beam shown below using Area-Moment Method. Consider 150 mm x 150 mm section and E = 80 GPa. Show complete and organized solutions. a. Vertical Reaction at B in kN.b. Moment Reaction at A in kN-m.c. Deflection at point C in mm.d. Deflection at midspan of AB in mm. Valuea = 3.7b = 26c = 29 Thank you very much!
use p=1
Consider two blocks connected . BlockA has mass 2.00 kg, and block B has mass 5.00 kg. The table on whichB sits is frictionless, the cord connecting the blocks is light and flexible,and the pulley is light and frictionless. The horizontal force F S hasmagnitude F = 20.0 N, and block B moves to the left with an accelerationof 1.50 m/s2. What is the coefficient of kinetic friction that one block exerts on the other?