In the horizontal beam loaded with a uniformly distributed load(UDL) and concentrated loads as shown, determine the reaction atthe hinge and roller supports on points A and B, respectively.Figure: In the horizontal beam loaded with a uniformly dıstrıbuted load(UDL) and concentrated loads as shown, determine the reaction atthe hinge and roller supports on points A and B, respectively.Figure,20KN20KN20 KN/m2m2m3m3m

Given:- A horizontal beam is given Hinge support is at point A Roller support is at point B…

In the horizontal beam loaded with a uniformly distributed load UDL) and concentrated loads as shown, determine the reaction at the hinge and roller supports on points A and B, respectively. Figure, 20KN 20KN 20 KN/m 2m 2m 3m 3m

In the horizontal beam loaded with a uniformly distributed load UDL) and concentrated loads as shown, determine the reaction at the hinge and roller supports on points A and B, respectively. Figure, 20KN 20KN 20 KN/m 2m 2m 3m 3m

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: floor of an apartment building shown is subjected to a uniformly distributed dead load of 1.5 kPa…

A: Given-

Q: The magnitude of the reaction at the roller support is ... 4 kN 15 kN 45° D E F 4 m A В C 10 kN 3 m…

Q: The simple support beam shown in figure below is subjected to uniform and concentrated load as shown…

A: A simply supported beam with two uniformly distributed loads and a point load.A beam can be solved…

Q: Determine the reactions at A and B for the steel bar and loading shown, assuming a close fit at both…

A: Given data:- Conditions given-Remove restriction at A and solve for the reactions Below bar figure…

Q: A load P is supported by a structure consisting of rigid bar ABC, two identical solid aluminum alloy…

Q: 18. The free-body diagram (fbd) of the beam below has a uniformly distributed load (w) of 2 k/ft an…

A: The equivalent load will act at the middle of the distributed loading.

Q: 3KN/M 2OKN m 1ot Et CONSTANT | 2.0 Zrom DRAW SHEAR AND MOMENT DIAGRAM USING METHOD OF CONSISTENT…

Q: 12' B ㅏㅏ Hinge at A, Roller at B 3 k/ft 30'- + 3k/ft 어

A: From the given figure above, we have to find out the reaction at supports & then have to draw…

Q: Problem 3. The truss is shown below. a. Sketch the influence lines for the support reaction at E,…

Q: 1. Reaction in point( a) and (c). 2. Draw the share force diagram 3. Draw the bending moment diagram

Q: consider the 20m beam shown • what is the location of the absolute maximum moment from the center of…

A: Solution- The end consequence of shifting weights will be,R=8+32+2R=64kN To determine the location…

Q: rea. Determine the factored (LRFD) re transferred to the girder at B. Girder C H I D E H

A: Solution

Q: 20 ft B. 48 ft 48 ft

Q: Describe how a qualitative analysis of a continuous beam is carried out. Include a list of the…

Q: 2) Determine the tension on AB and AC and force along AD for equilibrium of the 350 kg crate. 6.5 m…

Q: Determine the reactions at A and D of the beam shown. Present detailed drawings/FBD’s illustrating…

A: Given Data Find support reaction at A and B.

Q: The Three Portal structure itself is centered at joints A and D and connected with hinges S as seen…

Q: Determine the reactions @ A on the beam shown below. 15 kN/m ,5 KN/m 12 m

Q: Complete solution with figures. Express your intermediate answers with at least FOUR decimal places.…

Q: -) The 150-mm-diameter rods AB and BC, having the original lengths shown, are joined at the collar B…

A: step 1-

Q: A simply supported beam AC portrayed in Figure 3 is supported by a pin and roller at A and C,…

A: Given data I = 8.668 × 109 mm4

Q: Two solid steel shafts (G = 77.2 GPa) are connected to a coupling disk B and to fixed supports at A…

A: Given data : G = 77.2 GPa A) Reaction at each support B) Max. shear stress in shaft AB C) Max…

Q: A hollow shaft of external and internal diameters as 100 mm and 40 mm respectively is transmitting…

A: Given data- A hollow shaft, External diameter D=100 mm, Internal diameter d=40 mm, Speed N=120 rpm,…

Q: 4) A 4m solid core steel shaft with 50 mm diameter is fixed at its ends. It is subjected to a 400…

Q: Consider the moving loads shown in the figure Determine the total maximum positive shear at C due to…

Q: The beam loaded as shown is rectangular in cross-section having a width of 250 mm and a depth of 400…

A: Question need 1.Find support reaction -> Draw shear force diagram -> Draw bending moment…

Q: 2. Find the excess reaction moment M applied to the fixed end A from the negative information that…

A: The given beam is statically indeterminate beam and cannot be analyzed using the equilibrium…

Q: Find the reaction at support A (RA) B. Find the reaction at support C (Rc) C. Draw the shear…

Q: (3) We want to determine whether the internal bending moment is zero, positive, or negative at…

Q: Vertical reaction at roller A in kN. RA Vertical reaction at roller C in kN. RC

Q: 1. В 21.

Q: oblem Number 3: e Frame is hinged at rigid supports in A & E. Find the components of the Reaction at…

A: To find reaction at support

Q: Question 6 Using the flexibility method, determine the reactions at the supports A and D in the…

Q: 150 lb/ft -6 ft 8 ft

Q: A load P is supported by a structure consisting of rigid bar ABC, two identical solid aluminum alloy…

Q: For a = 1.5m, determine the reactions at pin A and roller B. 1800 N/m A 4 m Solution: • There are…

Concept explainers

Equilibrium and Support Reactions

Civil engineers deal with structures that are composed of several members connected or with individual members such as beams and columns. To analyze such structures, the condition of statics must be applied. Under the static condition, the members are considered to be in equilibrium under the action of forces, that is, the members are assumed to be having negligible velocity.

Question

100%

In the horizontal beam loaded with a uniformly distributed load
(UDL) and concentrated loads as shown, determine the reaction at
the hinge and roller supports on points A and B, respectively.
Figure:

In the horizontal beam loaded with a uniformly dıstrıbuted load
(UDL) and concentrated loads as shown, determine the reaction at
the hinge and roller supports on points A and B, respectively.
Figure,
20KN
20KN
20 KN/m
2m
2m
3m
3m

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

VIEW

Step 2

VIEW

Trending now

This is a popular solution!

Step by step

Solved in 2 steps with 1 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

A load P is supported by a structure consisting of rigid bar ABC, two identical solid aluminum alloy [E = 73 GPa] rods (1), and a solid bronze [E = 105 GPa] rod (2). The aluminum rods (1) each have a diameter of 11 mm and a length of L1 = 1.5 m. They are symmetrically positioned relative to middle rod (2) and the applied load P. Bronze rod (2) has a diameter of 21 mm and a length of L2 = 0.8 m. If all bars are unstressed before the load P is applied, determine the normal stresses in the aluminum and bronze rods after a load of P = 76 kN is applied to the rigid bar.
3. For the system shown, a. Determine the equivalent force-couple 300N 200 N 400N - 3m - 4 m system at the base at C. Express the resultants in vector form. (Hint: This is not a static equilibrium problem) b. Write the reaction forces at C support in 2 m 600 Nm vector form | 200 N 7 m
Please solve 1st 4 subparts only
The solid shaft that is fixed connected at both ends has a diameter of 20 mm and a total length of 2m. If it is subjected to two torques 500 N.m clockwise, positioned 0.3 m from the support A and 800 N.m counterclockwise positioned 0.2 m from the support D. Determine the reactions at fixed supports A and D. Express your final answers in N.m.
The bell crank shown is in equilibrium. (a) Determine the required diameter of the connecting rod AB if its axial stress is limited to 120 MPa. (b) Determine the shearing stress in the pin D if its diameter is 20 mm. B 30° 260 mm- 180 mm A 3. C D 140°. DOUBLE 28 KN SHEAR
In the following table, a part of a project, for which the time period for each activity is specified, find the time required to complete the project using the network diagram by Act. on arrows. Activity A B D G H I Time Followed by Preceded by B.C 23573625 G.F D.F E I I H I A A C B.C DBG H.E.F
ASAP
PLZ STEP BY STEP MORE SPACIFICATION
Given: picture. Find: determine the reactions at the beam supports at A& D for the given loading.
Determine the reactions at A and B of the beam shown. Present detailed drawings/FBD’s illustrating your solution.
The floor of an apartment building shown is subjected to a uniformly distributed dead load of 1.5 kPa and a uniformly distributed live load of 1.9 kPa over its surface area. Determine the service (ASD) reaction (kN) of beam BG that will be transferred to the girder at G. Girder Floor beam Column A Į B FH -IK G L H M 4 at 7.5 m = 30 m D N E 2 at 12 m = 24 m
1. Describe three ways in which particle equilibrium problems differ from rigid body equilibrium problems. fixel pin The beam below is loaded as shown. It is to be supported at points A and C. Choose supports from the options below to place at each endpoint that would create a statically determinate problem. Then solve the problem to find the reactions at the supports. 20N HON A wir ↑ roller pin va or fixed HA 3