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FILE НОМЕ INSERT PAGE LAYOUT FORMULAS DATA REVIEW VIEW X Cut a Copy - Calibri -11 A A Wrap Text Ge в I U & - A aste E E E Merge & Center $ Format Painter Clipboard Font Alignment 11 X v fr =(C10-D11) A В C D E F 1 I. Fill up the table completely & solve the ff. POINT BS HI FS ELEV. Bma 1.23 121.68 120.45 TP1 1.15 121.58 1.25 120.43 TP2 2.25 120.68 3.15 118.43 ТРЗ 2.45 120.48 2.65 118.03 7 ТР4 1.89 119.73 2.64 117.84 ТР5 1.75 119.94 1.54 118.19 ТР6 1.82 120.52 1.24 118.7 TP7 2.05 120.79 1.78 118.74 1 TP8 2 121.03 1.76 119.03 BMb 1.11 119.92 3 1.) Prepare a graph for the ground configuration. 5 2.) Difference in elevation between Bma & BMb 4 6 3.) Difference in elevation between the highest & lowest point 7 %24

FILE НОМЕ INSERT PAGE LAYOUT FORMULAS DATA REVIEW VIEW X Cut a Copy - Calibri -11 A A Wrap Text Ge в I U & - A aste E E E Merge & Center $ Format Painter Clipboard Font Alignment 11 X v fr =(C10-D11) A В C D E F 1 I. Fill up the table completely & solve the ff. POINT BS HI FS ELEV. Bma 1.23 121.68 120.45 TP1 1.15 121.58 1.25 120.43 TP2 2.25 120.68 3.15 118.43 ТРЗ 2.45 120.48 2.65 118.03 7 ТР4 1.89 119.73 2.64 117.84 ТР5 1.75 119.94 1.54 118.19 ТР6 1.82 120.52 1.24 118.7 TP7 2.05 120.79 1.78 118.74 1 TP8 2 121.03 1.76 119.03 BMb 1.11 119.92 3 1.) Prepare a graph for the ground configuration. 5 2.) Difference in elevation between Bma & BMb 4 6 3.) Difference in elevation between the highest & lowest point 7 %24

Structural Analysis
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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FILE НОМЕ INSERT PAGE LAYOUT FORMULAS DATA REVIEW VIEW X Cut Calibri 11 A A EWrap Text General Ee Copy A - Paste в I U E E Merge & Center $ - %- Format Painter Clipboard Font Alignment Nu E11 X fr =(C10-D11) A В C D E F 1 I. Fill up the table completely & solve the ff. 2 POINT BS HI FS ELEV. 3 Bma 1.23 121.68 120.45 4 TP1 1.15 121.58 1.25 120.43 5 TP2 2.25 120.68 3.15 118.43 ТРЗ 2.45 120.48 2.65 118.03 7 ТР4 1.89 119.73 2.64 117.84 8 ТР5 1.75 119.94 1.54 118.19 9. ТР6 1.82 120.52 1.24 118.7 10 TP7 2.05 120.79 1.78 118.74 11 ТР8 2 121.03 1.76 119.03 12 BMb 1.11 119.92 13 uit 14 1.) Prepare a graph for the ground configuration. 15 2.) Difference in elevation between Bma & BMb 16 3.) Difference in elevation between the highest & lowest point 17
Transcribed Image Text:FILE НОМЕ INSERT PAGE LAYOUT FORMULAS DATA REVIEW VIEW X Cut Calibri 11 A A EWrap Text General Ee Copy A - Paste в I U E E Merge & Center $ - %- Format Painter Clipboard Font Alignment Nu E11 X fr =(C10-D11) A В C D E F 1 I. Fill up the table completely & solve the ff. 2 POINT BS HI FS ELEV. 3 Bma 1.23 121.68 120.45 4 TP1 1.15 121.58 1.25 120.43 5 TP2 2.25 120.68 3.15 118.43 ТРЗ 2.45 120.48 2.65 118.03 7 ТР4 1.89 119.73 2.64 117.84 8 ТР5 1.75 119.94 1.54 118.19 9. ТР6 1.82 120.52 1.24 118.7 10 TP7 2.05 120.79 1.78 118.74 11 ТР8 2 121.03 1.76 119.03 12 BMb 1.11 119.92 13 uit 14 1.) Prepare a graph for the ground configuration. 15 2.) Difference in elevation between Bma & BMb 16 3.) Difference in elevation between the highest & lowest point 17
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