4m100KN5mAZThe structure is composed of bar AB and a semi secular arc as shown in the figure.It is fixed at the lower and a 100 kN load is applied at the free end. Using E = 200 GPa, I= 1000x1066 mm4. Calculate the Horizontal displacement of the point where the load isapplied. (mm)The structure is composed of bar AB and a semi secular arc as shown in the figure.It is fixed at the lower and a 100 kN load is applied at the free end. Using E = 200 GPa, I=1000x1066 mm4. Calculate the Vertical displacement of the point where the load is applied.(mm)

Answered: Image /qna-images/answer/193d3f39-12c6-47ef-94ba-dc128c805be2.jpg

4m 100kN 5m e structure is composed of bar AB and a semi secular arc as shown in the figure. is fixed at the lower and a 100 kN load is applied at the free end. Using E = 200 GPa, I 1000x1066 mm4. Calculate the Horizontal displacement of the point where the load is oplied. (mm) structure is composed of bar AB and a semi secular arc as shown in the figure. fixed at the lower and a 100 kN load is applied at the free end. Using E = 200 GPa, I p00x1066 mm4. Calculate the Vertical displacement of the point where the load is applied. n)

4m 100kN 5m e structure is composed of bar AB and a semi secular arc as shown in the figure. is fixed at the lower and a 100 kN load is applied at the free end. Using E = 200 GPa, I 1000x1066 mm4. Calculate the Horizontal displacement of the point where the load is oplied. (mm) structure is composed of bar AB and a semi secular arc as shown in the figure. fixed at the lower and a 100 kN load is applied at the free end. Using E = 200 GPa, I p00x1066 mm4. Calculate the Vertical displacement of the point where the load is applied. n)

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: In the truss shown, A =1000 mm², E = 200 GPa and the coefficient of thermal expansion is 12 x10…

Q: Determine the slope at B and the displacement at poust for for the beam IDm 10m 10m (0m

Q: a vertical force of 60 KN acts on the cage system in the figure from point D. If the perpendicular…

A: Cross-sectional area of BC bar (A1) = 500 mm2 Cross-sectional area of other bars (A2) = 1000 mm2…

Q: Solve the bending stress about points A and B

Q: Use the stiffness method to determine the rotations at all nodes and reactions at supports. Assume…

A: To determine:1) Rotation at B,C and D2) Support reactions

Q: Q.3: A shaft composed of segments AB, BC is fixed between the two walls at A and C and loaded as…

A: Given that: A shaft ABC loaded as shown in the figure:

Q: P P, 4 5 a P BY 3 2 2a ka- a→ A In the plane truss system, the loading status of which is evident in…

A: To find the force in member AC -

Q: A symmetrical beam of length 300 mm is loaded with a force of 414 N downwards (positive z) and has…

A: Given: The vertical displacement is given by, wx=FEIyx448-L2x28+L42 The modulus of elasticity is…

Q: 30 KN HA 40 KN 30 20 m hinged 30% 30% 30° 30 20 m 15 KN The vertical reaction at support A is The…

A: Given dataHorizontal component of 30kN =30×Cos(30°) H30 = 25.981 kNVertical component of 30kN =…

Q: Determine the bar forces and reactions in the truss shown in Figure 11.8a. Note that AE is constant…

Q: 2 At the end D. Find the effect of the 2K reaction: the effect on the structure in Figure (2) is the…

Q: 2. Find P to cause a maximum bending stress of 10MPA 3KN/m 400mm 120mm 4m 1m B.

Q: The following steel shaft (1) is rigidly connected at B to another aluminum shaft (2). Both shafts…

A: Gs = 80 GPa = 80 × 103 N/mm2 GAl = 28 GPa = 28 × 103 N/mm2 Rotation of support C = 0.001 rad…

Q: Both portions of the rod ABC are made of an aluminum for which E= 70 GPa. 0.4 m 0.5 m A B 20-mm…

Q: Situation 2 A cylindrical drum 2m in radius is held by a rigid bar AB hinged at A and a flexible…

Q: Q.3: A shaft composed of segments AB, BC is fixed between the two walls at A and C and loaded as…

A: Given that:

Q: Activity 3: Determine the total displacement at joint C of the truss shown below. Numbers enclosed…

Q: The Steel rod, E = 210 GPa, has a diameter of 35 mm. If it is subjected to the forces shown,…

Q: When force 2P is applied to the rigid arm ABC, point B displaces vertically downward through a…

A: Given data in question Load 2PSpan 800 mmLength of CD 400 mmDisplacement at B 0.5 mmTo find out…

Q: The lower ends of the three steel bars in Figure are at the same level before the applied…

Q: $7. Beam AB supports two concentrated loads P and Q as shown in Figure 7.0. It has peen…

A: Solution Given Data σC=15 MPa=15 N/mm2σD=22 MPa=22 N/mm2

Q: 2 包。

A: Consider 3 nodes 1 and 2 at both ends and 3 at internal hinge At each node take one displacement…

Q: The lower ends of the three steel bars in Figure are at the same level before the appliec…

A: Draw diagram Draw Free body diagram Consider the moment equilibrium about point A…

Question

100%

4m
100KN
5m
AZ
The structure is composed of bar AB and a semi secular arc as shown in the figure.
It is fixed at the lower and a 100 kN load is applied at the free end. Using E = 200 GPa, I
= 1000x1066 mm4. Calculate the Horizontal displacement of the point where the load is
applied. (mm)
The structure is composed of bar AB and a semi secular arc as shown in the figure.
It is fixed at the lower and a 100 kN load is applied at the free end. Using E = 200 GPa, I
=1000x1066 mm4. Calculate the Vertical displacement of the point where the load is applied.
(mm)

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

VIEW

Step 2

VIEW

Step by step

Solved in 2 steps with 2 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

Hi , please help me Determine the magnitude of the reactions on the beam at A and D. Neglect the thickness of the beam.
Use X = 137 Y = 37 A = 6 B = 8 C = 1
A cross-section is subjected to a maximum shear of V=160 kN (see figure): Determine the centroid of the cross-section. Calculate the moment of inertia (I) of the cross-section. Determine the shear stress at point A in the cross-section.
4. Part AB of the bar has a solid circular cross section and part BC has a hollow circular cross section. The bar is fixed at both ends and a 150-in-kip axial torque is applied at B. Suppose that you want to decrease the weight of the bar by increasing the inside diameter of part B. The bar is made of material that will safely support a pure shear stress of 10 ksi. Based on this criterion, what is the largest safe value of the inside diameter? 4 in 2 in 150 in-kip A -14 in 7 in
A two-dimensional truss is subjected to horizontal load 10 kN and vertical load 5 kN at Fand Drespectively as shown in figure below. The force in the member DFIS kN. 5 KN 4 m D 2 m 2 m 10KN 4 m
The central rod CD of the set below is heated from T1 = 30ºC to T2 = 180ºC by an electrical resistance. At the lowest temperature, the gap between C and the rigid bar is 0.7 mm. Determine the force in rods AB and EF caused by the increase in temperature. Rods AB and EF are made of steel and each have a cross-sectional area of 125 mm2. CD is made of aluminum and has a cross-sectional area of 375 mm2. Use EFe = 200 GPA, EAl = 70 GPA, αFe = 12 x 10-6 /°C, and αAl = 24 x 10-6 /°C. answer: 5.4 kN
PROBLEM NO. 2 From the figure shown,W1 = 400KN, W2 = 500KN %3D a. Determine the reaction at support D b. Determine the reaction at support A C. Determine the force in member BE C T 3.0m B W2 6.0m 3.0m 30m
Force P necessary for equilibrium . Stress in segment AB and CD