For the conditions shown in schematic 1m figure, find the force F required to lift the Absolute pressure = 10 kPa abs. 1m trapezoidal sectional concert gate with Water 20°C 1m length on paper. The concrete gate F 3m weighs 7.5 kN and the atmospheric Glycerin Sg = 1.2 LA pressure is 100 kPa. 0.4m B C 0.6m

For the conditions shown in schematic 1m figure, find the force F required to lift the Absolute pressure = 10 kPa abs. 1m trapezoidal sectional concert gate with Water 20°C 1m length on paper. The concrete gate F 3m weighs 7.5 kN and the atmospheric Glycerin Sg = 1.2 LA pressure is 100 kPa. 0.4m B C 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

Two steel [E = 29,500 ksi] pipes (1) and (2) are connected at flange B, as shown in the figure. Pipe (1) has an outside diameter of 6.500 in. and a wall thickness of 0.283 in. Pipe (2) has an outside diameter of 4.375 in. and a wall thickness of 0.204 in. Assume L₁= 15 ft and L₂= 25 ft. If the normal stress in each steel pipe must be limited to 18 ksi, determine (a) the maximum downward load P that may be applied at flange B. (b) the downward deflection of flange B at the load that you determined in part (a). L2 L₁ Answers: (a) (b) Pmax VB= (1) = i i C B kips in.
asap please thank you
Two steel [E = 30,300 ksi] pipes (1) and (2) are connected at flange B, as shown in the figure. Pipe (1) has an outside diameter of 5.125 in. and a wall thickness of 0.265 in. Pipe (2) has an outside diameter of 3.500 in. and a wall thickness of 0.206 in. Assume L₁ = 13 ft and L₂ = 19 ft. If the normal stress in each steel pipe must be limited to 20 ksi, determine (a) the maximum downward load P that may be applied at flange B. (b) the downward deflection of flange B at the load that you determined in part (a). L2 L₁ (a) Pr max (b) VB= (2) (1) i i C B kips in.
Note: Please avoid rounding off values during the course of solution proper as much as possible. Write the final answer in 4 decimal places
Situation 5 Steel pipe having the diameter of 1 m. carries water under the head of 300meters of water. 14. Compute the wall thickness of steel pipe needed to resists the static pressure if the allowable working stress for steel pipe is 12 MPa.
Find the maximum torsional stress in shaft AC shown in the following figure. Assume the shaft from A to C is 10 mm diameter
Comlete solution. Need ASAP. Thank you.
Also draw the free body diagram
4.4 Show your complete solution.
A homogeneous rectangular gate AB 6.1 ft wide and 10 ft long. Friction in the hinge is negligible. Find force acted on surface AB? L = 5.06 ft 60 A water L B hinge Answer:
Two steel [E = 30,700 ksi] pipes (1) and (2) are connected at flange B, as shown in the figure. Pipe (1) has an outside diameter of 6.125 in. and a wall thickness of 0.286 in. Pipe (2) has an outside diameter of 4.000 in. and a wall thickness of 0.209 in. Assume L₁ = 13 ft and L₂= 21 ft. If the normal stress in each steel pipe must be limited to 24 ksi, determine (a) the maximum downward load P that may be applied at flange B. (b) the downward deflection of flange B at the load that you determined in part (a). L2 L₁ Answers: (a) Pmax= (b) VB= (2) (1) tel i tel P C B kips in.
Determine the stress at the spherical end caps if the pressure is 2 Mpa and the thickness of the vessel is 40 mm. The given dimensions are external.