Required information Analyze the given structure by moment distribution. Given: P= 29 kips and El is constant. 3.5 kips/ft IA L12 12- -12 Determine all the reactions. The horizontal component of the reaction at A is RAX |kips [(Cick to select) ♥ The vertical component of the reaction at A is RAY ]kips [Cick to select) The moment at A is MA= kip-ft (Click to select) v The reaction at Bis Ray kips L(Click to select)

Required information Analyze the given structure by moment distribution. Given: P= 29 kips and El is constant. 3.5 kips/ft IA L12 12- -12 Determine all the reactions. The horizontal component of the reaction at A is RAX |kips [(Cick to select) ♥ The vertical component of the reaction at A is RAY ]kips [Cick to select) The moment at A is MA= kip-ft (Click to select) v The reaction at Bis Ray kips L(Click to select)

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

Q1. (а) Figure Q1(a) shows a beam loaded with a point load and a partially UTM uniform distributed load. respectively. support at A and B are roller 3 UTM The M 5 UTM (i) Draw the free body diagram of the structure. * UTM UTM Determine the support reactions at A and B by taking the (ii) structure in equilibrium condition. ITM O UTM - UTM 5 UTM O UTM 30kN 30° 10KN/m F = 840 N 2m 24 m 2m 4m A \3 m G UTM 15 m 2 m STMUTM 5 UTM FIGURE Q1(a) 10 ni FIGURE Q1(b) 一

A 16 N force produce a moment of 64 Nm. the moment arm is; O 8m O 4m O √2m O 2m
Q5 Determine the Influence Line on members of bc, be and fe as shown in Figure Q5. b 4 m d 3 m 3 m 3 m Figure Q5
4. Solve for the reactions R. and Re in the following situation 20 3⁰ 7 kip 9⁰ RB 6⁰ n 3 kip
x= 137 y = 37 a = 6 b = 8 c = 1
Find the magnitude of the horizontal reaction at B (in lb). -4 ft- 72 ft-lb B 18 lb 8 ft- 36 lb C 3 ft + 3 ft
Fig. 1. Draw the free-body diagram and calculate the reactions of the beam in the figure. Fig. 2. Draw the free-body diagram and calculate the reactions of the beam in the figure. What must be the value of the external moment M such that the moment reaction at C is zero?
Determine the reactions at A and B when β = 80°.
Exercise 5: F (N) C h (At) A M (lb ft) 4 (ft) l3 (ft) Determine the reaction forces at A, C, D, and E In the cell above give the magnitude of the reaction force at D. One have: • width of the frame: / =4 ft, 2 =3 ft, and /3 =7 ft • height of the frame: h =8 ft • Magnitude of the punctual force: F =2 N • Moment at A: M =891 Ib.ft • Orientation of the punctual force: 0 = 43° %3D
Determine the Reactions at A and Reactions at B.
Replace both 10KN with 100kN
Calculate the support reactions of the beam shown. P1 = 30 K, P2 = 19 W = 2.4 k/ft, L1 = 24 ft, L2 = 16 ft, a= 8 ft Note: input the reaction of B in the answer box P1 21 P2 I