1. Determine the shortening of bar BE. 2. Determine the vertical displacement of point A. 3. Determine the vertical displacement of point B. A horizontal rigid beam ABCD is supported by vertical bars BE and CF and is loaded by vertical forces P4 = 400 kN and P2 = 360 KN acting at points A and D respectively. 1.5m 1.5m 2.1m A| B P,=400 kN 2.4m P2=360 kN 0.6m

1. Determine the shortening of bar BE. 2. Determine the vertical displacement of point A. 3. Determine the vertical displacement of point B. A horizontal rigid beam ABCD is supported by vertical bars BE and CF and is loaded by vertical forces P4 = 400 kN and P2 = 360 KN acting at points A and D respectively. 1.5m 1.5m 2.1m A| B P,=400 kN 2.4m P2=360 kN 0.6m

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

A simply supported beam carries a concentrated load of 36 kN at 6 meters from the left support (2 meters from the right support). Use EI = 80,000 kN-m2. Solve for the slope at the left support in degrees.
Vertical Forces P & F in the figure produces a resultant of 500KN and a counter clockwise couple C of 250 KN-m. Find the magnitude of force P. a.) 1187.5 KN b.) -1687.5 KN c.) -1187.5 KN d.) None of the Above e.) 1687.5 KN
Dam is concrete gravity dam that impounds water both on the upstream and down stream sides. if the coeffient of friction between the base and the dam is 0.34, determine the following: 1. total vertical reaction in kN 2. total horizontal reaction in kN 3. factor of safety against sliding 4. factor of safety against over turning 5. if the hydrostatic uplift varies linearly from 0 at the heel to zero at the toe, determine the foundation pressure.
DETERMINE THE MAGNITUDE AND RECTANGULAR EQUIVALENT OF THE RESULTANT R OF THE FORCES P1= 550 N, P2 = 1000 AND P3 = 750 N.
For the truss in Figure P8.3, compute the horizon-tal and vertical components of the displacement of jointC. The area of all bars = 2500 mm2, and E = 200 GPa.
6. A simply supported beam carries a concentrated load of 24 kN at 6 meters from the left support (1 meters from the right support). Use EI = 80,000 kN-m2. Solve for the slope at the left support in degrees. ROUND OFF TO FIVE DECIMAL PLACES.
DETERMINE THE FORCES IN MEMBER AB AND BC IF P = 2500 N.
10. Vertical Forces P & F in the figure produces a resultant of 500KN and a counter clockwise couple C of 250 KN-m. Find the magnitude of force P.
Determine the vertical displacement at Joint A, B, C, D, E
A 25 ft long soldier beam is used as a key component of an earth retention system at an excavation site. The beam is subjected to a uniformly distributed soil loading of 260 lb/ft as shown in Figure P10.59. The beam can be idealized as a cantilever with a fixed support at A. Added support is supplied by a tieback anchor at B, that exerts a force of 4,000 lb on the beam. Determine the horizontal deflection of the beam at point C. Assume that EI = 5 × 108 lb · in.2.
the inclined circular (D = 4.06 m) gate shown below retains a liquid with Sg = 3.35 on one side. the vertical distance from the liquid surface to the top of the gate, h, is 2.42 m. use 39 degrees. determine the hydrostatic force (kN0 acting on the gate.
Determine sum of vertical support reaction at A and B