6 ft. AND THE SUBMERGED CURVE AB IS ONE QUARTER OF A CIRCLE OF RADIUS IS LOCATED ON THE LOWER CORNER OF TANK AS SHOWN. THE LENGHT OF THE TANK PERPENDICULAR TO THE SKETCH IS 10 FT. FIND THE MAGNITUDE AND LOCATION OF THE HORIZONTAL AND VERTICAL COMPONENTS OF THE TOTAL FORCE ACTING ON AB. لسبب السيد SO GLYCERIN= 1.26 A 12' B

6 ft. AND THE SUBMERGED CURVE AB IS ONE QUARTER OF A CIRCLE OF RADIUS IS LOCATED ON THE LOWER CORNER OF TANK AS SHOWN. THE LENGHT OF THE TANK PERPENDICULAR TO THE SKETCH IS 10 FT. FIND THE MAGNITUDE AND LOCATION OF THE HORIZONTAL AND VERTICAL COMPONENTS OF THE TOTAL FORCE ACTING ON AB. لسبب السيد SO GLYCERIN= 1.26 A 12' 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

10. Determine the horizontal and vertical components of B as its acts upon member CD. (Specify the directions). →400LB 300LB 2'
Q4. Find the moment of the three forces about point O. Fatal 0.1 m 0.1 m O 0.2 m 4 kN 30° 0.3 m 3 kN 5 kN
0.5 m B 0.4 m 1.2 m V 3 kN 0.3 m Determine the moment of the 3- kN force acting at A about point O. Also determine the moment of the same force about x-axis.
Q1; Find the resultant of forces F2 20 kN 15 kN F3 = 15 kN -X-
Question 2 Replace the force system acting on the beam by a resultant force and couple moment at point B. 3kN -2 m 2.5 kN 1.5 N 30° 4 m -2 m- | B
2/7 The two structural members, one of which is in ten- sion and the other in compression, exert the indi- cated forces on joint O. Determine the magnitude of the resultant R of the two forces and the angle e which R makes with the positive x-xis. 3 kN 2 kN 3. 30 Problem 2/7
The force-couple system shown acts on atrapezoidal plate. a. Determine thevalue of M, if the system shown is equivalent to a single force acting at point C. b. The system shown is equivalent to a force couple system consisting of R and M2= 3000 kip-in clockwise. If M, in this case is 120 kip-in counterclockwise, determine the point of action of the resultant force R along line CD. 50° 1YZ kips 10 in 1X in 10 in 20 kips 35 kips 8x kips 2Y in 5o 1YZ kips Parameters X = 7, Y = 3, Z = 7 1X in 17 in 23 in 87 kips 137 kips 2Y in 8x kips 1YZ kips 18 in
.15 2.16 The three forces acting on the beam can be replaced with a single equivalent force R. Determine the angle θ and R. 25kN P2 60 kN P3 80 kN 40° 50° 4 m 6 Figure P2.16 COMPANY
Smaller angle: Larger angle: s = 20 ft Determine the two possible angles so that the water strikes at B. vµ = 40 ft/s VA 0 A 4 ft S - 1 attachment B H 8 ft
Q2/ Determine the resultant moment of the forces about point B F=400N 100 N D 30° A 45° 0.3 m B Iroon tozm t 100 N 0.4 m 0.2r
3. The frame shown in the figure below is supported by a hinge at E and a roller at D. Compute the horizontal and vertical components of the hinge force at C as it acts upon BD. 24 KN D 45° -2m- -4m- im- 45°
Find the Force F, and Deter mine the Resultant force. where Rxa80N. following SON 20 75 N * 100 N