For the load group and influence line shown, P₁ = 8 kips, P2 = 32 kips, P3 = 32 kips, a = 14', and b = 18'. The influence line is for V40 = shear just left of 40. Determine V40- in kip to two decimal places when the force P₁ is at O'. Use the correct sign. O.S 40 15 30 P₁ P₂ P3 1 10 20 -1 a b

For the load group and influence line shown, P₁ = 8 kips, P2 = 32 kips, P3 = 32 kips, a = 14', and b = 18'. The influence line is for V40 = shear just left of 40. Determine V40- in kip to two decimal places when the force P₁ is at O'. Use the correct sign. O.S 40 15 30 P₁ P₂ P3 1 10 20 -1 a b

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

3.) For the given couple-force system shown, determine the horizontal component of Q. P= 335 KN Q= 44 KN R=74 KN-m Z=263 KN
For the beam and loading shown below (L = 2.4 m, E = 200 GPa, I = 1000 mm4 and w = 30 kN/m), find (a) TThe slope at point D.(b) The reaction force at end A
Note : point load = 12.289KN/m *3 = 36.867KN . 1) calculate the reaction forces 2) Calculate and draw the Bending moment digram, and what is the value of maximium bending moment ? 3) calculate and draw the shear force digram and what is the value of the maximum shear force ?
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
GIVEN: L1 = 4.5 m W1 = 10 kN/m L2 = 1.2 m W2 = 12 kN/m L3 = 0.5 m L4 = 12 m L5 = 1.5 m A. What is the maximum shear in Beam D-E-B? B. What is the maximum moment in Beam A-B-C?
Determine the support forces and draw shear force diagram and bending force diagram L1=6m, L2= 5m a=2m, b=2m, c= 1m, d= 2m F= 10 Kn, P= 3 kN/m
Determine the magnitude of the projectedcomponent of the force F = 300 N acting along line OA.
Draw the bending moment diagram of the system under the influence of external loads below. Calculate the vertical displacement value at the intersection of the horizontal beam and vertical column member? (EI= 50000kNm2)
(a) Determine the vertical forces at B(By) and D(Dy). Answer in pounds and round-off to integer.(b) Determine the Shear Force at the following points: x = 4.4 ft. (-) (i.e. just to the left of point B). Answer in pounds and round-off to integer.(c) Determine the Shear Force at the following points: x = 4.4 ft. (+) (i.e. just to the right of point B). Answer in pounds and round-off to integer.(d) Determine the Shear Force at the following points: x = 13.2 ft. (-) (i.e. just to the left of point C). Answer in pounds and round-off to integer.(e) Determine the Shear Force at the following points: x = 13.2 ft. (+) (i.e. just to the right of point C). Answer in pounds and round-off to integer.(f) Determine the bending moment at point C. Answer in lb.ft and round-off to integer.
Isosceles triangle gate AB below is hinged at A and weighs 1500 N. What horizontal force magnitude P is required at point B for equilibrium? Take the specific weight of the water as γwater = 9810 N/m^3
In the figure on the right where there is a 50 N single load at point Bof the given rod system, (between AB: 4m / BC: 1m)a) find the support reactions?b) Immediately after support A, just before point Band immediately after and just before the C-bracketFind the cross section effects by cutting?c) Draw the cross sectional influence diagrams.
given w = 8.2 kn/m and p = 15 kn for the beam below Calculate the vertical reaction at support A now. Provide your answer to 2 decimal places. Consider an upwards force as being positive, however only include a sign if the reaction is negative i.e. acts vertically down. Do not provide any units in your answer. Vertical reaction at A [kN] =