3. A rectangular scow 12-m long, 7.20m wide, and 2.40m high has its center of gravity1.50m above the bottom. It carries a total load of 140 tonnes including its weightin an upright position. If the scow is tilited at an angle of 11 degrees. Determine thevalue of the weight that must be moved at a distance of 2.40m from the centerline of the scow.a. 21.45b. 24.51c. 12.25d. 29,42

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A rectangular scow 12-m long, 7.20m wide, and 2.40m 1.50m above the bottom. It carries a total load of 14 in an upright position. If the scow is tilted at an angle value of the weight that must be moved at a distan line of the sco

A rectangular scow 12-m long, 7.20m wide, and 2.40m 1.50m above the bottom. It carries a total load of 14 in an upright position. If the scow is tilted at an angle value of the weight that must be moved at a distan line of the sco

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Concept explainers

Methods to Determine Vertical Stress

The load applied to the soil is transferred to the underground. The presence of water at soil pores and solid grains above the soil are the primary components that are responsible for the effective load transfer. Due to the load acting, the internal component of the soil or the underground formations undergoes deformations or a tectonic shift. The amount of deformation depends upon the amount of load acting on the soil surface, which indeed, depends on the weight of everything present above the soil. Due to this, the underground soil element develops internal stresses which try to resist the tectonic changes.

Question

3. A rectangular scow 12-m long, 7.20m wide, and 2.40m high has its center of gravity
1.50m above the bottom. It carries a total load of 140 tonnes including its weight
in an upright position. If the scow is tilited at an angle of 11 degrees. Determine the
value of the weight that must be moved at a distance of 2.40m from the center
line of the scow.
a. 21.45
b. 24.51
c. 12.25
d. 29,42

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1. A cantilever R.C. beam is 280 mm x 500 mm deep and is reinforced with 4- 20 mm diam bars for tension. Using an effective depth of d = 450 mm, determine if the 2.50 m long beam is adequate to carry a uniform load of 15 KN/m and a concentrated load of 10 KN at the cantilever end. Use f'c = 21 MPa, fy = 275 MPa. Neglect the weight of beam. Use n = 9 (Alternate Method of Design) %3D %3D %3D 2. Referring to #1, using the same data, determine if the cantilever beam is adequate based on strength design 2001 NSCP specifications. The 15 KN/m load is DL while the 10KN load is LL.