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3 100.550 X 100.730 2 ✓ 1 A X100.950 8 ☑100.900 X 100.800 100.750 100.830 100.730 0 X100.740 X100.720 100.735 X100.700 100.724 F 100.394 X100.470 X100.690 100.680 X100.650 G X100.550 100.330 X100.330 X100.830 X 100.650 X100.320 X100.530 100.300 X100.200 X100.190 ✓ 100.450 ✗100.600 X100.350X100.450 X 100.600 KKK 100.4 100.140 ☑100.290 100.040 5 4

3 100.550 X 100.730 2 ✓ 1 A X100.950 8 ☑100.900 X 100.800 100.750 100.830 100.730 0 X100.740 X100.720 100.735 X100.700 100.724 F 100.394 X100.470 X100.690 100.680 X100.650 G X100.550 100.330 X100.330 X100.830 X 100.650 X100.320 X100.530 100.300 X100.200 X100.190 ✓ 100.450 ✗100.600 X100.350X100.450 X 100.600 KKK 100.4 100.140 ☑100.290 100.040 5 4

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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3 100.550 X 100.730 2 ✓ 1 A X100.950 8 ☑100.900 X 100.800 100.750 100.830 100.730 0 X100.740 X100.720 100.735 X100.700 100.724 F 100.394 X100.470 X100.690 100.680 X100.650 G X100.550 100.330 X100.330 X100.830 X 100.650 X100.320 X100.530 100.300 X100.200 X100.190 ✓ 100.450 ✗100.600 X100.350X100.450 X 100.600 KKK 100.4 100.140 ☑100.290 100.040 5 4
Transcribed Image Text:3 100.550 X 100.730 2 ✓ 1 A X100.950 8 ☑100.900 X 100.800 100.750 100.830 100.730 0 X100.740 X100.720 100.735 X100.700 100.724 F 100.394 X100.470 X100.690 100.680 X100.650 G X100.550 100.330 X100.330 X100.830 X 100.650 X100.320 X100.530 100.300 X100.200 X100.190 ✓ 100.450 ✗100.600 X100.350X100.450 X 100.600 KKK 100.4 100.140 ☑100.290 100.040 5 4
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