*11-16. A reinforced concrete pier is used to support thestringers for a bridge deck. Draw the shear and momentdiagrams for the pier. Assume the columns at A and Bexertonly vertical reactions on the pier.60 EN 35 N 35 N 35 kN60 kNIm,1m|15m |15m |1m,1=

Given , Free body diagram of the beam ( bading diagram) Taking moment about point 'A'Rb x…

Answered: *11-16. A reinforced concrete pier is…

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

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Determine the reactions at the supports of the following structures and draw the shear and moment diagram. SHOW COMPLETE SOLUTION. 10 kN/m 10 kN 5 m 1.5 m 1.5 m 2 m 5 kN/m В 3 m
A load of 100 kN, followed by another load of 50 kN, at a distance of 10 metres, advances across a girder with a 100-metre span. Obtain an expression for the maximum bending moment at a section of the girder at a distance of z metres from an abutment. Please provide solutions. Answer is z(140-1.5z) for z< (100/3)m;(100-z)(1.5z-5) for z>(100/3) m.
Solve using the graphical method
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4-36. The compound beam is fixed at A, pin connected x B, and supported by a roller at C. Draw the shear and moment diagrams for the beam. ests on a 1 d loading hear and uniform 2 kN 3kN/m C. B $6-40. The be Cn due to the 3 m
The beam ABis attached to the wall in the zz plane by a fixed support at A. A force of F = (- 156i + 58.0j + 350k) N is applied to the end of the beam at B. The weight of the beam can be modeled with a uniform distributed load of intensity w = 65.0 N/m acting in the negative z direction along its entire length. Find the support reactions at Á. F B y а Values for dimensions on the figure are given in the following table. Note the figure may not be to scale. Variable Value 5.80 m 5.00 m 3.80 m A = i+ j- k) N MA = k) N-m
Provide the correct exponents and distances to make the singularity function given valid for the beam shown. V₁ = 8 kN, V2 = 7 kN, V3 = 200 mm, and V4 = 1100 mm. Determine the reaction forces at the supports. ATATV3 -V3- (mm) O The singularity functions are q = R₁(x)ª − v₁(x − P)ª − v₂(x − Q)¹ + R₂(x − R)ª V = R₁ – v₁(x – D)³ − v2(x − E)³ + R2(x – F)³ M = R₁x – v₁(x – G)ª − v₂(x − H)C + R₂(x − 1)C From the given singularity functions the exponents aro (1) (2)
Determine the vertical reaction (A y - kN) and the reactive moment (M A - kN·m) at the support at A considering thestock values: M = 10·a + 30·b + 20·c + 200 {kN·m}, q = 20·(a + b) + 10·c + 100 {kN/m} and F = 30· (a + b+ c) + 50 {kN}. The beams AB and BC of the beam are interconnected by a smooth pin at B. Assume minimum accuracyof 6 significant figures. (a = 7; b=1 ; c=1) Ay= MA=
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Question 3: The beam is subjected to the uniform distributed load shown. Draw the shear and moment diagrams for the beam. Take : A = C kN/m т 9 В - 6.75 m C = 9 kN/ m B B m A m 1 m Solution : Equation of Equilibrium: C KNIm C(A+1) kN 0.5(A+1) m Ax As, AM Im Fec Ay A meter (a) (b) EM, = 0; Fac(3/5)A-0.5C(A+1) =0 EF, = 0; A, +Fc(3/5)-C(A+1)=0 FBC kN Ay kN kN M(KN.M) m X2 v3 M1 V2 kN v1 kN x2 x2 M3 M3 v2 (C) (d) I| ||||
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Draw the shear and moment diagrams for the loaded beam. After you have the diagrams, answer the questions: a. At x = 1.4 ft, V=? and M=? b. At x = 4.6 ft, W=? and M=? c. At x = 8.2 ft, W=? and M=? 1260 lb 3.2' 2770 lb-ft 3.2' 3.2¹ The distance x is measured from point A to the right.

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*11-16. A reinforced concrete pier is used to support the stringers for a bridge deck. Draw the shear and moment diagrams for the pier. Assume the columns at A and Bexert only vertical reactions on the pier. 60 EN 35 N 35 N 35 kN 60 kN Im,1m|15m |15m |1m,1=