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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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