3.66 A long water trough of triangular cross section is formed from two planks as is shown in Fig. P3.66. A gap of 0.25 cm. re- mains at the junction of the two planks. If the water depth ini- tially was 0.6 m, how long a time does it take for the water depth to reduce to 0.3 m? 0.6 m 0.25 cm 15150 DO V 90°- 11

3.66 A long water trough of triangular cross section is formed from two planks as is shown in Fig. P3.66. A gap of 0.25 cm. re- mains at the junction of the two planks. If the water depth ini- tially was 0.6 m, how long a time does it take for the water depth to reduce to 0.3 m? 0.6 m 0.25 cm 15150 DO V 90°- 11

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

For Beam 4, what is the vertical reaction at A?
Problem 1. Draw FBD, and find the reactions in the beam loaded as shown in the figure. Check answers. Note: No FBD/wrong FBD, solutions will not be considered. 40 kN 4 kN/ 3.5 kN/M Smooth surface support 2.5 M 1.8 M 2.5 M 1.5 M
P = 1.2 kN compute the support reaction Wo = 1.5 kN/m %3D %3D 0. Мо%3D 1.44 kNm C A B E 0.6 m 1.2 m 0.8 m 1.0 m 3.6 т
in Fig. P-509. Each tube has a cross-sectional area of 0.20 in. If the average stress In the tubes is not to exceed 10 ksi, determine the total uniformly distributed load that can be supported on a simple span 12 ft long. Neglect the effect of the webs. 12 in. 130° Figure P-509
The homogenous cylinder of weight W and radius R rests in a groove of width 2b. Determine the smallest force P required to roll the cylinder out of the groove. Assume that there is enough friction to prevent slipping.
(1) Compute the support reactions. (II) Find internal forces at the hypothetical cut. 3 m 15 kN Cut I 11 1 I I 6 m THE
:Determine the internal forces in Members FE, BD, and CD. 3 kN 3 kN EV 3 kN 1.5 kN D 2 m 1.5 kN 2 m A B -3 m - -3 m--3 m--3 m- ELE.
5:13 4GE 40% X https://www.chegg.com/homew < C Chegg Learn on the go = Chegg Open in app EN 13.37 through 13.45 Determine the reactions and draw the shear and bending moment diagrams for the structures shown in Figs. P13.37-P13.45 using the method of consistent deformations. 40 6m kN/m FIG. P13.44 120 kN·m B C DS From 008A A .4 m 4 m El = constant m Show transcribed image text This problem has been solved! You'll get a detailed solution from a subject matter expert that helps you learn core concepts. See Answer