1. An automatic level with an internal focusing telescope was set up somewhere at mid- length of a long-span steel bridge. The rod readings tabulated below were observed on a stadia rod held successively at the vicinity of the concrete abutments in the southern and northern approaches of the bridge. If the stadia interval factor of the instrument is 98.5, determine the length of the bridge. Rod Hair Readings Position Upper (a) Middle (c) Lower (b) Rod at 2.98 m 1.68 m 0.38 m Southern Approach Rod at Northern 3.54 m 2.02 m 0.49 m Approach

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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1. An automatic level with an internal focusing telescope was set up somewhere at mid-
length of a long-span steel bridge. The rod readings tabulated below were observed
on a stadia rod held suUccessively at the vicinity of the concrete abutments in the
southern and northern approaches of the bridge. If the stadia interval factor of the
instrument is 98.5, determine the length of the bridge.
Rod
Hair Readings
Position
Upper (a)
Middle (c)
Lower (b)
Rod at
2.98 m
1.68 m
0.38 m
Southern
Approach
Rod at
3.54 m
2.02 m
0.49 m
Northern
Approach
Transcribed Image Text:1. An automatic level with an internal focusing telescope was set up somewhere at mid- length of a long-span steel bridge. The rod readings tabulated below were observed on a stadia rod held suUccessively at the vicinity of the concrete abutments in the southern and northern approaches of the bridge. If the stadia interval factor of the instrument is 98.5, determine the length of the bridge. Rod Hair Readings Position Upper (a) Middle (c) Lower (b) Rod at 2.98 m 1.68 m 0.38 m Southern Approach Rod at 3.54 m 2.02 m 0.49 m Northern Approach
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