Q1) Draw contour lines of 301.2m, 301.6m, 302m, and 302.4m by interpolationmethod, with scale 1:200. RLs shown in the table below. All dimension and RLSare in meter.Station12367S01011121314151617181920212425RL301 3301 42301 54301.75302302.05/301.94301.79301.61602 $1301.74301.68301.78301.96302.16.302.20301.96301 S1301.63301 51301.50301.77302 01302.21302 3815162514124131823301.54212225 m101120215 m Q2) Calculate the area of cut and fill for the following cross sections:1-bo= 6.5m, h = 3.4m cut at centerline, n1 =1.5, n2 = 2, S1 = -14 andS2 = -5.2- 2bo = 20m, side slope in cut lin1, side slope in fill lin2, existing ground slopelin5, and center height 2 m in cut. Assume right side is higher than left side.

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Q1) Draw contour lines of 301.2m, 301.6m, 302m, and 302.4m by interpolation method, with scale 1:200. RLs shown in the table below All dimension and RLS are in meter. Station 1 2 3 4 6 7 S O 10 11 12 13 14 15 16 17 18 19 21 23 25 RL 301 3 301.42 301 54 301.75 302 302.05/ 301 94 301.79 301 61 602 $1 301.74 301.68 301.78 301.96 302.16 302.26 301.96 301 $1 301.63 301 51 301.50 301 77 302.01 302.21 302 38 15 16 14 17 124 S 18 23 301.592 12 19 22 5 m 301 10 11 20 5m

Q1) Draw contour lines of 301.2m, 301.6m, 302m, and 302.4m by interpolation method, with scale 1:200. RLs shown in the table below All dimension and RLS are in meter. Station 1 2 3 4 6 7 S O 10 11 12 13 14 15 16 17 18 19 21 23 25 RL 301 3 301.42 301 54 301.75 302 302.05/ 301 94 301.79 301 61 602 $1 301.74 301.68 301.78 301.96 302.16 302.26 301.96 301 $1 301.63 301 51 301.50 301 77 302.01 302.21 302 38 15 16 14 17 124 S 18 23 301.592 12 19 22 5 m 301 10 11 20 5m

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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Q1) Draw contour lines of 301.2m, 301.6m, 302m, and 302.4m by interpolation method, with scale 1:200. RLs shown in the table below. All dimension and RLS are in meter. Station 1 2 3 6 7 S 0 10 11 12 13 14 15 16 17 18 19 20 21 24 25 RL 301 3 301 42 301 54 301.75 302 302.05/ 301.94 301.79 301.61 602 $1 301.74 301.68 301.78 301.96 302.16. 302.20 301.96 301 S1 301.63 301 51 301.50 301.77 302 01 302.21 302 38 15 16 25 14 124 13 18 23 301.542 12 22 5 m 10 11 20 21 5 m
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