Underground water is pumped to a sufficient height through 10 cm diameter pipe that consists of a 3 m long vertical leg and 1.5 m long horizontal section, as shown in the figure below. Water discharges to atmospheric air at an average velocity of 4 m/s and the mass of the horizontal pipe section when filled with water is 10 kg per metre length. The pipe is anchored on the ground by a concrete base. The bending moment acting at the base of the pipe (point A) is 1.5 m 4 m/s 3 m 10 cm diameter

Underground water is pumped to a sufficient height through 10 cm diameter pipe that consists of a 3 m long vertical leg and 1.5 m long horizontal section, as shown in the figure below. Water discharges to atmospheric air at an average velocity of 4 m/s and the mass of the horizontal pipe section when filled with water is 10 kg per metre length. The pipe is anchored on the ground by a concrete base. The bending moment acting at the base of the pipe (point A) is 1.5 m 4 m/s 3 m 10 cm diameter

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

The floor system used in a school classroom consists of a 4-in. reinforced stone concrete slab. Set a = 10 ft, b = 15 ft. What is the reaction at point H in kips?
Determine support reaction
Solve for the reactions
Compute for the: Vertical reaction on A, kN Vertical reaction on B, kN
A vertical circular gate, 4m in diameter is submerged in a liquid with its top edged flushed on the liquid surface. Determine the magnitude and location of the total force acting on one side of the gate.
3) Gate AB is 3.20 m long. Find the horizontal force H to hold the gate in equilibrium. (Width of AB is 2.0m). 60 cm Oil (8 0.80) Water 60° H
From the figure given below, determine the following: a.) Reaction at A in kN. b.) Moment at A in kN-m. 10 kN/m 60 kN 60 kN 40 kN Internal Roller Fixed Hinge Support Support A B 6m 2m 2m 1.5m | 1.5m
Valve AB, which weighs 180 kg and is 2.1 m wide, is hinged at point A and at point AB is free. According to the information given in the figure below, determine the amount of water height so that the amount of forceBe equal to zero at point B.
Determine vertical support reaction
Gale AB is 8m wide. (a.) Compute the vertical component of the total hydrostatic force acting on gate AB. (b.) Compute the tolal reaction acting in the hinge at B. I 7-5 m 12 m Water Parabols
• Given the beam as shown: 50 KN Determine: 20 kNm a.) Reaction at A. D b.) Reaction at B. 3 m 1.5 m 1m B
For the given frame, find the reaction at C. 12 kN/m O 13.69 KN O 14.23 KN O 10.06 KN 9.28 kN 3 m A 2m O NONE OF THE GIVEN CHOICES 1.8 m C B 15 kN/m