of mass 10 kg and 7 kg respectively, are dined plane and released. The coefficients of tween the blocks and the inclined plane are = 0.5. Neglect the mass of the link. (Figure 1) Part A Determine the magnitude of the force developed in the link. Express your answer to three significant figures and include the HÀ F = 2.43

of mass 10 kg and 7 kg respectively, are dined plane and released. The coefficients of tween the blocks and the inclined plane are = 0.5. Neglect the mass of the link. (Figure 1) Part A Determine the magnitude of the force developed in the link. Express your answer to three significant figures and include the HÀ F = 2.43

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

Determine support reaction at B . Given P=100 Kn L=10 m
Determine support reaction. Given a=5 m b=10 m P=30 KN
Two square gates close two openings in a conduit connected to an open tank of water as shown. When the water depth, h, reaches 5 m it is desired that both gates open at the same time. Determine the weight of the homogeneous horizontal gate and the horizontal force R acting on the vertical gate that is required to keep the gates closed until this depth is reached. The weight of the vertical gate is negligible, and both gates arehinged at one end as shown. Friction in the hinges is negligible.
A 50 kg block has a coefficient friction of 0.30 Determine the force fricrion between A and B.
A transmission tower shown below is subjected to lateral loads as shown. A =2.3 kN, B =5.2 kN, C =7.7 kN Determine the magnitude of the axial force in member DH (in kN).
If the structure period is less than or equal to 0.7, what will be the concentrated force?
the figure below has the following data: F1=1.7kN, F2=0.8kN, F3=0.58kN, a=1.33 meters, 36 degrees, belta=47 degrees. determine the reaction at b in kN. support A is a roller and Support B is hinge.
Computer Problem The cross section of a concrete dam is as shown. For the dam section of 1m width, plot the magnitude of the resultant of the reaction forces exerted by the ground on the base AB of the dam and the resultant of the pressure forces exerted by the water on the face BC of the dam as function of the depth d of the water for 0<d<24ft. The specific gravities of concrete and water are 150 lb/ft^3 and 64.2 lb/ft^3 respectively. please help with my computer problem in statics . appreciate your time and explanation
The 600-lb, 20ft-wide rectangular gate shown is hinged at B and leans against the floor at A making an angle of 45° with the horizontal. The gate is to be opened from its lower edge by applying a normal force P at its center. A. Determine the magnitude of the hydrostatic force acting on the gate using the HYDROSTATIC PANEL EQUATIONS. Express your answer in kips. B. Determine the minimum force P required to open the seawater gate. Express your answer in kips.
Determine the minimum force P required to push the crate up the plane. The crate has a mass of 28 kg and the coefficient of static friction between the crate and the plane is μs= 0.45
The air above the liquid is under a pressure of 40 kPa gage, and specificgravity of the liquid in the tank is 0.80. The rectangular gate is 2.0 mwide, y1 = 1.0 m and y2 = 3 m. 1. Determine the hydrostatic force acting on the gate, in kN 2. What is the location of the force, in m, measured from the hinge? 3. Calculate the minimum value of P, in kN, to hold the gate in place
Compute the magnitude and direction of the resultant acting on the roller.