A sewer pipe must be laid from a starting invert elevation of 784.58 ft at station 9+25 to an ending invert elevation 782.48 ft at station 12 + 75. Determine the uniform grade needed, and calculate invert elevations at each 50-ft station. (elevation answers are to the nearest hundredth of a foot X.XX. Numeric answers only, do not add symbols to answers.) Uniform Grade type your answer.... 9+50 type your answer... 10+00 type your answer... 10+50 type your answer... 11+00 type your answer... 11+50 type your answer... 12+00 type your answer... 12+50 12+75 type your answer.... type your answer... %

A sewer pipe must be laid from a starting invert elevation of 784.58 ft at station 9+25 to an ending invert elevation 782.48 ft at station 12 + 75. Determine the uniform grade needed, and calculate invert elevations at each 50-ft station. (elevation answers are to the nearest hundredth of a foot X.XX. Numeric answers only, do not add symbols to answers.) Uniform Grade type your answer.... 9+50 type your answer... 10+00 type your answer... 10+50 type your answer... 11+00 type your answer... 11+50 type your answer... 12+00 type your answer... 12+50 12+75 type your answer.... type your answer... %

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

Please provide mi proper solution and correct answer
Answer point 2
Complete and detailed answer Differential Leveling Prepare and complete the differential level notes for the information shown in the accompanying illustration. Include the customary arithmetic check.
Plz answer both
hydrology. hi pls answer. thank u!33
please answer correct.
•Y:YO I 0 O 4ll .ll 2 A sewer is to be laid at... bartleby.com Start your trial now! First week only $4.99! SEARCH &, ASK A CHAT Transcript: 2 A sewer is to be laid at a uniform gradient of 1 in 200, between two points Xand Y, 240 m apart. The reduced level of the invert at the outfall X is 150.82. In order to fix sight rails at X and Y, readings are taken with a level in the following order: Reading Staff Station BS 0.81 IS 'a' IS 1.07 TBM (near X), RL 153.81 Top of sight rail at X Peg at X CP between X and Y FS 0.55 BS 2.15 CP between X and Y IS b Top of sight rail at Y Peg at Y FS 1.88 (i) Draw up a level book and find the reduced levels of the pegs. (i) If a boning rod of length 3 m is to be used, find the level readings a and b. (i) Find the height of the sight rails above the pegs at X and Y. Expert Solution This question hasn't bee.
hydrology. hi pls answer thank u! 31
Answer correctly and provide complete solution. Also, show the equivalent of due south
answer asap. need the answer within 1 hour. will upvotee
Correct answer.
Please provide correct answer fast