The Federal Highway Administration reported the number of deficient bridges in each state.15,4581,0555,0083,5981,3374,13210,61817,3616,482 25,09012,68116,28612,470 17,84216,6014,58723,205 25,213 23,017 27,7687,76825,8254,96222,7044,131 13,14415,5827,27981013,3501,20822,2422,3432,3332,9794,7736,25273410,90214,318Calculate the following:a) range = [a]b) variance = [b]c) standard deviation = [c]8,9846,08118,83247,1962,6862,69412,6137,4776,57813,220

The Federal Highway Administration reported the number of deficient bridges in each state. 15,458 1,055 1,337 4,132 6,482 25,090 12,470 17,842 23,205 25,213 7,768 25,825 4,131 13,144 810 13,350 2,343 4,773 10,902 14,318 Calculate the following: a) range = [a] b) variance = [b] c) standard deviation = [c] 5,008 3,598 10,618 17,361 12,681 16,286 16,601 4,587 23,017 27,768 4,962 22,704 15,582 7,279 1,208 22,242 2,333 2,979 6,252 734 8,984 6,081 18,832 47,196 2,686 2,694 12,613 7,477 6,578 13,220

The Federal Highway Administration reported the number of deficient bridges in each state. 15,458 1,055 1,337 4,132 6,482 25,090 12,470 17,842 23,205 25,213 7,768 25,825 4,131 13,144 810 13,350 2,343 4,773 10,902 14,318 Calculate the following: a) range = [a] b) variance = [b] c) standard deviation = [c] 5,008 3,598 10,618 17,361 12,681 16,286 16,601 4,587 23,017 27,768 4,962 22,704 15,582 7,279 1,208 22,242 2,333 2,979 6,252 734 8,984 6,081 18,832 47,196 2,686 2,694 12,613 7,477 6,578 13,220

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

BRIDGE DESIGN PROBLEM: USE AISC OR NSCP 2015 FOR SOLVING THE GIVEN PROBLEM.
Q. Explain in details about the bridge maintenance system and also about the inspection instrument used in bridge maintenance.
Look or research for a highway that has a superelevation. Provide the location(International or local) and if possible include the specifications of the said highway. Provide at least 3 examples.
For the following critical path network, estimate the ES, EF, LS, and LF for the activities A1, A2, A3, A4, A5, A6, A7, A8, A9, and A10 shown below using the durations provided under each activity. Also, estimate the total time of the project. AS A1 A2 A3 A6 A7 A10 10 12 A4 AS A9 Note: use the table format (shown below) to organise your answer. # Activity Duration (days) Predecessor ES EF LS LF
Engineers are designing a new bridge to replace a 100-year-old bridge that has fallen into disrepair due to increased traffic and weathering. Describe a consideration that a computer model could help engineers analyze in order to develop the design. Describe one possible criterion and one possible constraint of the design of the new bridge.
For a bridge with a 56 feet gutter to gutter (clear roadway width), what is the designed "n" (number of lanes) value based on the LRFD Bride Design Specifications?
BRIDGE ENGINEERING PROBLEM:
Identify the Critical path in the following network? OO A-B-C-D-F-G-H A-B-C-D-E-F-G-H A-B-C-E-F-G-H A-B-C-D-E-F-H 15
2. What 6 types of ULS do you know? Give examples.
- خاص docs.google.com Q2 / Estimate the monthly expansion factors for June, Apr, and Jan for a rural primary road for the following data : Month ADT Jan 1130 Feb 2134 Mar 4352 1450 Apr 2600 May June 1700 July 1021 4210 Aug 3520 Sep Oct 1200 Nov 5846 Dec 3521 O 11.878 ä, shll 1.6495 0.7735 O 0.5847 2.410 O 2.874 O 1.045
a. Explain cable-stayed bridges. For what range of spans are these bridges suitable for?
What is Highway Bridge and its functions?