7.93 Determine the smallest force P necessary to hold the homogeneous 12-kgblock in the position shown.P-0.1 m60°14s= 0.2412 kg0.2 mFig. P7.930.25 m

The block tries to move in the downward direction due to the self-weight of the block. Therefore,…

Answered: 7.93 Determine the smallest force P…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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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
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.
In Figure P8.27 support D is constructed 1.5 in. tothe right of its specified location. Using Bernoulli’s prin-ciple in Section 8.8, compute (a) the horizontal and verti-cal components of the displacement of joint B and (b) thechange in slope of member BC.
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.
a) Under the applied loads support B settles 0.5 in. Determine all reactions. b) Compute the deﬂection of point C. Given: E = 30,000 kips/in.^2 and I = 240 in.^4
From the beam shown. Let P = 30 kN, Q = 2 kN/m, L =6m. Determine the following;a. Reaction at A.b. Constant C1.c. Slope at L/3.d. Deflection at L/3.
The horizontal component for the 60 kN force is? a. 51.96 kN b. 45.94 kN c. 55.96 kN d. 35.96 kN The vertical component for the 60 kN force is? a. 20 kN b. 25 kN c. 30 kN d. 35 kN
DETERMINE THE FORCES IN MEMBER AB AND BC IF P = 2500 N.
Compute the value of EIy at 2.5 m from the left support.
In the cage system below; It is under the effect of a P=250 kN load acting at an angle of θ=30° from the point C. Calculate the horizontal displacement (cm) to the right at point C. (E=2000 kN/cm² and A=50 cm² will be taken for all bars.)
Use Area-Moment Method. Consider 150 mm x 150 mm section and E = 80 GPa. A=2.8 B=24.0 C=28 Determine the following: Vertical Reaction at B in kN. Moment Reaction at A in kN-m.

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7.93 Determine the smallest force P necessary to hold the homogeneous 12-kg block in the position shown. P -0.1 m 60° 14s= 0.24 12 kg 0.2 m Fig. P7.93 0.25 m