Situation 1: The mass of glycerin is 500 kg with a total volume of0.315 m³.1. Compute the unit weight in kN/m³.(a) 17.232(b) 15.571(c) 18.621(d) 14.2132. Compute thedry density in kg/m³.(b) 1762.40(a) 1945.23(c) 1742.30(d) 1587.303. Compute the total weight in kN.(a) 3.451(b) 4.905(c) 5.124(d) 6.012A

mass tuation 315 m³. Compute the unit weight in kN/m³. ) 17.232 (b) 15.571 Compute the dry density in kg/m³. ) 1945.23 (b) 1762.40 Compute the total weight in kN. -) 3.451 (b) 4.905 (c) 18.621 (c) 1742.30 (c) 5.124 kg (d) 14.213 (d) 1587.30 (d) 6.012 volume

mass tuation 315 m³. Compute the unit weight in kN/m³. ) 17.232 (b) 15.571 Compute the dry density in kg/m³. ) 1945.23 (b) 1762.40 Compute the total weight in kN. -) 3.451 (b) 4.905 (c) 18.621 (c) 1742.30 (c) 5.124 kg (d) 14.213 (d) 1587.30 (d) 6.012 volume

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

Principles of Seepage

In hydrology, when water flows down in a pore or crack of unsaturated soil due to gravity, the deep layer of soil is called seepage. It is the slow movement of water in the soil layer. Seepage is mainly found near hydraulic structures and is responsible for the stability of earthen-type hydraulic structures.

Question

Situation 1: The mass of glycerin is 500 kg with a total volume of
0.315 m³.
1. Compute the unit weight in kN/m³.
(a) 17.232
(b) 15.571
(c) 18.621
(d) 14.213
2. Compute the
dry density in kg/m³.
(b) 1762.40
(a) 1945.23
(c) 1742.30
(d) 1587.30
3. Compute the total weight in kN.
(a) 3.451
(b) 4.905
(c) 5.124
(d) 6.012
A

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