Section 0 1 2 Remark VR (m/s) Depth (m) (degrees) - - - Right bank. 1.75 55 1.8 1.84 57 2.5 2.00 60 3.5 e is the angle made by VR 4 2.28 64 3.8 with the boat direction 2.30 65 4.0 6 2.20 63 3.8 The various sections are 7 2.00 60 3.0 spaced at a constant 8 1.84 57 2.5 distance of 75 m apart 9 1.70 54 2.0 10 Left bank In the moving-boat method of discharge measurement the magnitude (VR) and direction.. () of the velocity of the stream relative to the moving boat are measured. The depth of the stream is also simultaneously recorded. Estimate the discharge in a river that gave the following moving-boat data. Assume the mean velocity in a vertical to be 0.95 times the surface velocity measured by the instrument. A) 3459.8 m3/s B 3485.9 m3/s C) 3548.9 m3/s

Section 0 1 2 Remark VR (m/s) Depth (m) (degrees) - - - Right bank. 1.75 55 1.8 1.84 57 2.5 2.00 60 3.5 e is the angle made by VR 4 2.28 64 3.8 with the boat direction 2.30 65 4.0 6 2.20 63 3.8 The various sections are 7 2.00 60 3.0 spaced at a constant 8 1.84 57 2.5 distance of 75 m apart 9 1.70 54 2.0 10 Left bank In the moving-boat method of discharge measurement the magnitude (VR) and direction.. () of the velocity of the stream relative to the moving boat are measured. The depth of the stream is also simultaneously recorded. Estimate the discharge in a river that gave the following moving-boat data. Assume the mean velocity in a vertical to be 0.95 times the surface velocity measured by the instrument. A) 3459.8 m3/s B 3485.9 m3/s C) 3548.9 m3/s

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

E C +ve +ve positive deflections 25 kN E-250 Gpa A-350 mm² 4m The horizontal displacement of joint B B due to external loading is: Select one: CA. 311,100/EA mm CB. Zero C. 200,000/EA mm CD. 100,000/EA mm O B
Just Find Depth and width that gives the given I .
Delermine the slope and dellecdion at point D of the beam shown below using the moment- area melhod. Provide your MWEI diagram and elastic curve diagram. 180 kN 16 kNm C 5m 5m El = constant E=70 GPa 1= 2340 (10) mm B.
PROBLEM 1: A rectangular block on Figure SRB 003 is subjected to a multiple forces and a couple. Calculate the following: a) The resultant of force at point A. b) The moment about x-axis. c) The moment about y-axis. d) The moment about z-axis. 20 kN A 35 kN-m q 1m 1m Figure SRB 003 1m 40 kN 3m 1m -y
Consider the beam shown 2Nim 6Aā Determine the value of. L A 353.69 B 459.15 428.35 D 565.33
R = S² 15(0.01e + f) Q1- Derivation of the law of super elevation.
Q1/Find the horizontal displacement at C . and @y by using Virtual Work Method, i you know E - 200 GPa, I - 25°(10% mmé , (P KN)
Question 6 of 15 |||
7. Determine the component of F action in the direction of AD if F=(-237.3i+712j+276.9k)N and uab (0.605i+0.777j-0.173k). Then determine the component of F acting perpendicular to the direction of AD.
. . .- العهبه۱قحم المدني ) « University of Babylon College of Engineering Engineering Mechanics I Dept, of Civil Eng. Homework 1 Q1: Two forces act on the hook shown in figure. Determine the magnitude and direction of the 600 N resultant using Parallelogram Law. (Ans. R=910.241 N, angle=50.328° horizontal) with 50° 400 N 20° Q2: Determine the moment of the (50 N) force 50 N shown in figure with respect to: 30° 1-Point A, 2-Point O (Ans. Ma=50 N.m c.w., Mo=25 N.m c.c.w) 60° Q3: Replace the force and couple system 400 N shown in figure by an equivalent force and couple moment acting at: 1-Point A, 2-Point B 3 m 2 m 1.5 m- (Ans. MA=465 N.m c.c.w., Mp=575 N.m c.w) 150 N 150 N إضافة وصف. . .
Fill in the blanks Smaller angle: Larger angle: s = 20 ft Determine the two possible angles so that the water strikes at B. VA = 40 ft/s 4 ft - 1 attachment - 8 ft
A HORIZONTAL BAR 10FT LONG AND OF NEGLIGIBLE WEIGHT, RESTS ON ROUGH INCLINED PLANES AS SHOWN. THE ANGLE OF FRICTION IS 15 DEGREES. (a )DET. THE NORMAL FORCE BET. THE BAR AND SMOOTH SURFACE AT A. (b) DET. THE DISTANCE "X" BEFORE MOTION IMPENDS.