Problem 1:The figure shown is a beam subjected to varying loadings and a point load.a) Determine the magnitude and direction of the single equivalent force to the forcishown. Specify its location on the beam from point B.b) Calculate for the support reactions at A and RFi17kN4kN/:7.9 kN/m-5 m6.7 m2.8kn

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

Answered: roblem 1: he figure shown is a beam…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Reactions have been calculated for the beam AB shown in the figure. The shear force at location X (4m to the right of A) is most nearly equal to 6kN 3kN/m A i B VA = 8.4kN Vg = 9.6kN 4m 2m 4m 2m 2m
A distributed loading of p = (800x ) Pa acts over the top surface of the beam shown . Determine the magnitude and location of the equivalent resultant force.
a) Compute R1 in Newton. b) Compute R2 in Newton. c) Compute the value of EIy at the midspan of the beam in kN-m^3.
The cantilever T- beam is loaded as shown in the figure. 80 mm 40 kN/m NA 120 mm 2.0 m INa = 30x106 mm* What is the momwnr reaction at the support in kN.m?
Please help me to answer this:
Q2. Determine the density of the rectangular component (i.e. a) in kg/m and the location of the equivalent point load measured from point A so that it causes an upward 50 N force and a 300 Nm couple moment reactions at A. A a kg/m 0.5 m
150 mm 60 mn 300 nm 000 m 50 mm 5 m B 25 kNm 5 m 10 KN A beam is created by nailing 3 planks together with 2 rows of nails as shown above. The beam exhibits a pin support at A and is suspended by a cable at B. A concentrated load of 10 kN is applied at the free end while a moment of 25 kNm is applied at location B. a) Determine the second moment of area (I) of the cross-section b) Draw the free body diagram, shear force diagram, and bending moment diagram of the beam c) For the maximum shear force on your SFD, determine the maximum and minimum shear stresses at the interface between the horizontal and vertical planks d) For the maximum shear force on your SFD, Determine the shear stress at the neutral axis
4. (a) (b) (c) (d) A A truck chassis beam is simply supported and subjected to the loading shown in Fig.Q4. Assume E = 70GN/m², 1 = 832cm, calculate reaction forces at A and B; sketch the Shear Force (SF) and Bending Moment (BM) diagram; determine the deflection function of the beam; determine the deflection of the beam at a section 1.8m from the left hand. 1.5 0.31 10 kN- 16 kN/m -10 kN 0.9 Fig.Q4 (Dimensions in meters) 20 kN 0.6 B 100
For the beam shown below, use your preferred method and determine:a. The reactions at the supports (Ray, Rbx, Rby). b. The shear force diagram. c. The bending moment diagram.
3. A uniform beam AB with an unknown mas is 8m long and is resting on two supports at A and B. A mass of 200N is placed on the beam 1m from A. A mass of 150N is placed on the beam m from B. Calculate the reaction forces R₂ if R₁ is 2.625KN R₁ R₂ 3 2 A 2 B
Q2: For the cantilever beam Shown in Figure 2. Use the data from Table 2. Find the following: I. II. III. The bending moment at B Draw the shear force and bending moment diagrams for the beam The reaction at fixed end Rcy The reaction at the fixed end Mc The shear force at B IV. V. 5kN/m 40 kN A В 2m 2m Figure 2
Question 5 If the simply supported beam is subjected to the load shown below, determine the followings: a- The vertical reactions acting at A and B. b- The internal shear force acting on the cross-section through point C. c - The internal bending moment acting on the cross-section through point C. d- The shear stress at section C.

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