A masonry dam with base 6 m wide is subjected to a total horizontal force of 320 kN and a total vertical force of 5760 kN. What are the maximum and minimum pressures at the heel and toe, respectively if the resultant intersects the base 2.519 m from the toe? * 1427.160 kPa and 498.240 kPa 1421.760 kPa and 498.420 kPa 1421.760 kPa and 498.240 kPa 1427.160 kPa and 498.420 kPa

A masonry dam with base 6 m wide is subjected to a total horizontal force of 320 kN and a total vertical force of 5760 kN. What are the maximum and minimum pressures at the heel and toe, respectively if the resultant intersects the base 2.519 m from the toe? * 1427.160 kPa and 498.240 kPa 1421.760 kPa and 498.420 kPa 1421.760 kPa and 498.240 kPa 1427.160 kPa and 498.420 kPa

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

width of rectangular channel = 3.6 meters discharge = 2.7 m^3/s Assume n = 0.012 What is the critical slope of this wooden flume?
6. Determine the magnitude of the resultant R, if P2 = 978, P3 = 780.
A rectangular channel 4.59 m. wide by 1.35 m. deep is lined with a smooth stone (n = 0.014), well laid, and has a hydraulic slope of 0.0198. What would be the base (in meters) considering the most efficient proportion of the rectangular open channel? Round off to two decimal places.
Find the velocity and discharge through a trapezoidal channel of 1.5 m wide and side slopesof 1.5 horizontal to 1 vertical. The depth of water is 1.2 m. Manning’s constant n = 0.025.The slope of bed of the channel is 1 in 2500
HELP ASAP!!!! P: 4.5 kN , x: 10.8 m, y: 8.7 m
Water flows at a depth of 1.90 m in a rectangular canal 2.44 m wide. The average velocity is 0.579 m/s. What is the probable slope on which the canal is laid if C = 100? a.0.000148 b.0.001258 c.0.000552 d.0.000675
A canal cut in rock (n — 0.030) is trapezoidal in section with a bottom width of 6.10 m and side slopes of 1 on 1. The allowable average velocity is 0.76 m/s. What slope will produce 5.66 m /s?
Redo Problem 15.7 assuming that c = 60 kN/m2.
A 10 m simply supported beam with 25 kN load 3 m from the left endhas a maximum slope at the left end: (IE = 8,000 kN-m2) solve with complete solutions with diagram and conversion of units A. 0.0056 rad B. 0.0765 rad C. 0.0186 rad D. 0.1823 rad
Water is flowing at a rate of 4.5m3/s in a trapezoidal channel whose bottom width is 2.4m and side slopes are 1 vertical to 2 horizontal. Compute for the channel depth if n = 0.012 and So = 0.0001
1. A 3.1 – m wide rectangular flume carries water at 5.60 m3/s. The bed slope is 0.00078 and n = 0.010. At a certain section, the depth is 92 cm. a. How far therefrom is the depth 80 cm? b. What is the slope of the egl? c. What is the headloss? 2. A rectangular channel 1.8 m wide conveys water at a depth of 1.2 m. a. What is the velocity of flow if it is laid on a slope of 0.002 and n= 0.012? b. What is the discharge if the channel slopes 0.1° and n = 0.016? Use Kutter’s formula for C. c. What is the velocity of flow if S = 0.000263 and f = 0.02?
A rectangular canal has a width of 2.50m. The flow passing through the canal is 3.30m3/s with a velocity of 3.78m/s.How high is the jump?