21. Giventhe cross section notes of an earthwork between station 10+100 to 10+200. Assume both stations to have the same sideslope and width ofthe base, determine the side slope. 4.5 6.45 +2.3 0.00 +1.5 +1.0 A. 1:1 B. 1.25:1 C. 1.5:1 D. 2:1 22. What is the cross sectional area in Problem #21? A. 14.6400 m² B. 12.1625m2 C. 13.1625m2 D. 15.1216m2

21. Giventhe cross section notes of an earthwork between station 10+100 to 10+200. Assume both stations to have the same sideslope and width ofthe base, determine the side slope. 4.5 6.45 +2.3 0.00 +1.5 +1.0 A. 1:1 B. 1.25:1 C. 1.5:1 D. 2:1 22. What is the cross sectional area in Problem #21? A. 14.6400 m² B. 12.1625m2 C. 13.1625m2 D. 15.1216m2

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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13. Given the cross section notes of an earthwork between station 10 + 100 to 10 + 200. Assume both stations to have the same side slope and width of the base, determine the side slope. 0.00 +1.5 4.5 6.45 +2.3 +1.0 В. 1.25:1 2:1 A. 1:1 C. 1.5:1 D. 14. What is the cross sectional area in Problem #13? 14.6400 m2 12.1625 m2 15.1216 m2 А. В. C. 13.1625 m2 D. NIVERSITY
2. Locate the centroid of the composite figure. -1.00in. 1 2 R.625in. 2.00in. 3 .50in. y .625in.- 1.375in. 2.00in.
On the drawing below, Datum feature B is perpendicular to what? D 10 Ø3.000 .020 O Nothing Datum feature D O Datum feature B Datum feature C D O Datum feature A 45° 4X Ø.395-.430 Ø.500-.510 0.020M ABMCM +0.010M ADM -.375-.395 +.000MABM Ø2.000 C A 0.005MA B
From the given compound data of a five-sided lot a. Compute the bearing of line CD. b. Compute the DMD of line DE. c. Compute the area of the of the lot in square meters. LINES LATITUDE DEPARTURE DMD 2A AB +57.81 +16.03 --- ВС +72.04 -1002.71 --- CD Y +13.36 +189.50 -8108.71 DE -18.75 --- EA +13.36 -48.18
Situation B: Given the cross section notes of both stations A and B. 9.50 +3.0 Sta. A (10 + 040) 11 +4.0 Sta. B (10 + 060) 6.5 +1.0 8.0 +2.0 +2.0 12 2 B/2 B/2 4. Compute the sideslope of the cross section. 5. Compute the width of the base. 6. Compute the volume between stations A and B using End area with pri smoidal correction.
1. With the given profile level notes, STA BM₂ 0 +00 + 10 TP₁ 0 + 22 + 30.5 +34.2 +39.3 + 42.5 TP₂ 0 + 45 + 48.6 + 50 +53.7 TP₁ TP4 0 + 75 BM BS 0.951 3.134 2.161 0.827 1.359 a. Determine the elevation of BMb. b. Plot the profile. HI FS 0.645 1.282 2.378 3.500 1.992 IFS 3.02 2.33 2.76 2.87 3.18 0.59 0.80 0.93 1.24 1.75 2.86 3.01 ELEV 125.50m
Given: Sta. 12+00 Elev. 602.07; Sta. 12+50 Elev. 601.09, Sta. 13+00 Elev. 596.07; Sta. 13+50 Elev. 595.85. Calculate the slopes from Sta. 12+50 to Sta. 13+00, and from Sta. 12+00 to Sta. 13+50. OA. +10.04% and +4.15% OB. +10.04% and +12.44% OC.-10.04% and -4.15% OD.-10.04% and -12.44%
Correct Answer: 872.625 and -197.625
1.56q, 99 + 0.044q.) + 0 E 50 + 0.56 log %3D 1000 52500 99
TRANSIT RULE. pls make use of table and draw the traverse
Given the cross section notes of an earthwork between station 10+100 to 10+200. Assume both stations to have the same side slope and width of the base. STA 10+100 Left Right 4.5 Center 6.45 ---- +1.5 +2.3 STA 10+250 +1.0 Left 6.0 Center Right 6.9 +2.0 X +2.6 1. Compute the side slope of both sections 2. Compute the value of x at station 10+250 if it has a cross sectional area of 15.64 m^2. 3. Compute the volume between stations 10+100 and 10+250 using prismoidal formula.
A triangular lot was formed bythree straight lines. Bearing of line AB is N45Eand is 160 m long; line AC and BC is 190 mlong. Point E is 100 m from A on side ABconnects point D on side AC which dividesthe area, making area AED to be 2/5 of thewhole area. Find the distance DE. a. 120.6 m c. 99.01 mb. 109.1 m d. 88.14 m