Q.3. Shear Force and Bending Moment Diagram Inputs: • A is a pin. D and E are rollers. B is an internal hinge. • M = Moment at Point C (kN.m) (From Table). • L= Distance of Support D in meters (From Table) • P = Force at Point C (kN) (From Table). W = Distributed load (kN/m) (From Table). Required: 1) Find the reactions at the support. 2) Draw the Shear Force Diagram and Bending Moment Diagrams. 3) Find the Maximum Shear and Moment (max POSITIVE & max NEGATIVE) and their positions. P kN 8 kN m w kN/m A -3 m2 m-- 10m

Q.3. Shear Force and Bending Moment Diagram Inputs: • A is a pin. D and E are rollers. B is an internal hinge. • M = Moment at Point C (kN.m) (From Table). • L= Distance of Support D in meters (From Table) • P = Force at Point C (kN) (From Table). W = Distributed load (kN/m) (From Table). Required: 1) Find the reactions at the support. 2) Draw the Shear Force Diagram and Bending Moment Diagrams. 3) Find the Maximum Shear and Moment (max POSITIVE & max NEGATIVE) and their positions. P kN 8 kN m w kN/m A -3 m2 m-- 10m

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

* Fill the missing reading Point B.S I.S F.S R+ F- R.L Remark 1.25 ? 0.93 1.78 1.93 1.91 1.27 ? 0.05 30.09 В.М 1.61 ? 0.18 1.27 Point B.S I.S F.S R+ F- Point B.S I.S F.S R+ F- 1.25 A 1.25 (2.18) 0.93 (2.18) 0.93 1.93 (0.25) 1.27 (0.51) 1.78 C 1.78 1.93 (0.25) 1.91 D 1.91 1.27 (0.51) (1.86) E (1.86) 1.61 E 0.05 0.05 F 1.61 (0.25) F (0.25) |(1.43) (2.7) (1.43) 0.18 0.18 H (2.7) 1.27 H. 1.27 1 0 3 Point B.S I.S F.S R+ F- A 1.25 (0.32) 0.93 1.93 (1.61) 1.27 (0.51) C 1.78 D 1.91 E (1.96) 0.05 F 1.61 (0.25) G (1.43) 0.18 H (2.7) 1.27 2 O ABCDEFGH
Find the question, thanx.
Station BS HI FS Elevation BM-125 920.00 ТР-1 3.11 X 1.27 920.47 ТР-2 Y 926.28 1.11 ТР-3 2.74 2.00 BM-126 1.33 What is the value of Y?
NEED PLS ASAP NOW
The DMD of the line 2-3 was found to be 512.13. If the departure and latitude of the preceding line 1-2 is 213.82 and 215.16, respectively. Determine the departure of line 2-3.Note: Round off your answer to the nearest tenth
find Q ? L: 7om dsolm Leioum fso002 fzoul
CE - 4510 HOMEVNORIK # O 40" - So00 psi २ ८० CHECK Asmin 4 Et >0.c05 FIND Mn 下 3° z8.s" 27 6-#10
Given the following adjusted technical description, solve the AREA using Double Parallel Distance DPD Method. (Strictly round off to 2 dec places) Course Adj Lat Adj Dep DPD 2A -68.99 67.12 ? AB BC -58.07 -52.00 CD 69.92 -97.22 ? DA 57.14 82.10 SUM AREA
P1
Please help! I'll rate!
plete the following levelling booking and late the reduced levels of all stations by body the rise and fall and height of collimation methods. Apply all arithmetic checks possible. (Engineering Council) BS 1.76 1.05 1:53 0.94 0.51 -0.61 0.32 1.01 FS 1:34 1.09 0.33 d pue # RL 100.00 Station ABCDEFUI G Jaur and se
opic strenght of figure compute the strenght of figure factor From the conditions given are that all stations are occupied and all the lines are observed in both direction. NONAGON WITH INTERIOR STATION