Answered: Exercise No. 1: Draw the shear and…

Exercise No. 1: Draw the shear and bending - moment diagrams for girder AB. Also determine the maximum bending-moment. PA P1 P2 P1 P2 P3 P3 2m 2m 4m 4m d 2m 2m B A 6m 4m 6m 4m L=20 m

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

The beam shown in the figure is supported at roller A and pinned at B and has a uniformly distributed loading w 36 kN/m over 1.5 m from the left-hand end and moment loading M = 44 kNm at 1.5 m from end B. - Determine the reaction force at support A. Input your answer as a value only in KN to one decimal place and without +/- sign. w kN/m M kNm B A X -1.5 m -1.5 m -1.5 m-
Question 5 A U-section cantilever beam that is 2 meters long, is exposed to a point load of 5 kN acting through the centroid of the cross-section at its free end. The direction of action of the point load is inclined to the horizontal z-axis at an angle of 0 = 35° as shown in Figure Q5. The second moments of area about the centroidal axes of the beam cross-section are given as l, = 7.570 × 10-6 m*, l, = 1.078 x 10-5 m* and Izy = 0 and the centroid is located at the point (z,y) = (60, 57.5) mm from the left most bottom most position on the cross-section. Determine: (i) The inclination of the neutral axis from the horizontal z-axis and (ii) The magnitudes and the sense of the maximum stresses on the cross-section y 10 mm 10 mm ț10 mm 100 mm Figure Q5 Z-Cross section Beam F = 5 kN 150mm
4. Determine the three components of force (F3) the three concurrent forces as shown in the figure. F3=10KN 60° 45 F1=30KN 3 1 14 F2=50KN 60° 30° X
Given the shape below, calculate the moment of inertia about the horizontal axis, which passes through the centroid of the cross section. Use b1 = 21, b1a = 12, t1 = 0.5, b2 = 12, and t2 = 0.5. Give the answer to one decimal place. t. t bia b, b2
Determine the magnitude of the resultant force acting on the pin and itsdirection measured clockwise from the positive x axis. Please see the figure attached.
= == 1 in.2, 10,000 lb. Each bar of the simple truss shown in Fig. 6.5a has cross-sectional area A; and modulus of elasticity E 10(106) psi; a = 10 √2 in., and P Calculate the horizontal deflection 8, of joint C. = Aα C P a a B
See pic for the problem.
Verify the given moment(s) of inertia and find and y. Assume that each lamina has a density of p = 1 gram per square centimeter. (These regions are common shapes used in engineering.) = y= Right triangle b 4₁=1 bh³ 1₁ = 1/2b³h
A cross sectional area was generated for a bridge beam support 0.6 y-**- 0.5 0.4 0.3 0.2 0.1 0.1 0.2 0.3 0.4 0.5 0.7 0.8 1.1 1.2 0.6 1.3 -0.1 The formula is given utilized to form the cross – sectional model. Taking the area generated above the x-axis, where A = 8398.
EXAMPLE: ALVIN (FN) = 1+ 12 + 23 +9 + 14 = 59 NAVALTA (MN) = 14 +1+ 23 + 1+ 12 + 21 + 1 = 72 DELIRO (SN) = 4 + 5+ 12 + 9 + 19 + 16 = 65 4 m B m 1. Determine the components of F that act along rod AC and perpendicular to it. Point B is located 3 m along the rod from end C. F= SN N 3 m 6 m 4 m 2. Determine the following: a) Magnitude of the projected component of along the line of action of F2 b) Angle 0 between the two cables attached to the pipe. F, = MN Ib 120 60° F, = SN Ib 3. The guy wires are used to support the telephone pole. Represent the force in each wire in Cartesian vector form. Neglect the diameter of the pole 1.5 m F, = MNN F2= EN N 4 m 2 m D. 4 m 3 m.
The beam shown in the figure is supported at roller A and pinned at B and has a uniformly distributed loading w= 53 kN/m over 1.5 m from the left-hand end and moment loading M = 53 kNm at 1.5 m from end B. Determine the shear force at a section from the left-hand end of the beam X = 3.0 m. Input your answer as a value only in kN to one decimal place and without +/- sign. w kN/m M kNm B X -1.5 m- A- -1.5 m -1.5 m-