her6. Calculate the height difference of level surveying and the elevation of point B inTab. 2-6.Station number Surveying pointHAIIIaINBM. ATP₁TP₁TP₂TP₁TP,TP₁BTPMSLΣa-2b=IIBack rodreading (mm)178016511167b₂1726Level surveying recordFront rodreading (mm)TP₂E1200105017891448TP,& (height difference) (m)+daTPTab. 2-6H(m)20,000

The height difference is given by difference between the back rod reading and Front rod reading h =…

he Wer 6. Calculate the height difference of level surveying and the elevation of point B in Tab. 2-6. Station number Surveying point HA I 11 a IN Σ BM. A TP₁ TP₁ TP₂ TP₁ TP, TP₁ B TP MSL 2a-2b= II Back rod reading (mm) 1780 1651 b₂ 1167 1726 Level surveying record TP₂ E Front rod reading (mm) 1200 1060 1789 1448 TP, (height difference) (m) + da TP Tab. 2-6 H(m) 20,000

he Wer 6. Calculate the height difference of level surveying and the elevation of point B in Tab. 2-6. Station number Surveying point HA I 11 a IN Σ BM. A TP₁ TP₁ TP₂ TP₁ TP, TP₁ B TP MSL 2a-2b= II Back rod reading (mm) 1780 1651 b₂ 1167 1726 Level surveying record TP₂ E Front rod reading (mm) 1200 1060 1789 1448 TP, (height difference) (m) + da TP Tab. 2-6 H(m) 20,000

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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AS1. NO4 DATA ANALYSIS
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