Design Report_Amiri Diwan Rev 1

January 27, 2019 | Author: Khurram Shahzad | Category: Deep Foundation, Beam (Structure), Geotechnical Engineering, Bending, Structural Engineering
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Short Description

Deep Excavation design report...

Description

 Job No

Sheet No

Rev

 1  Part

Software licensed to Ammico  Job Title

 Ref  By

 Client

File

Date09-Apr-17 Date/Time

Ring Beam 1.std

Chd

07-Jun-2017 14:21

Max: Max: -31.399 -31.399 kN-m kN-m Max: -40.019 kN-mkN-m Max: -31.398 kN-m 14.354 kN-m 15.699 8.336 kN-m Max: -34.815 kN-m

15.700 kN-m Max: -40.015 kN-m 8.337 kN-m Max: -34.816 kN-m

14.616 kN-m Max: -27.459 kN-m

14.616 kN-m

22.801 kN-m Max: -45.754 kN-m

Max: -27.458 kN-m

5.024 kN-m

22.799 kN-m Max: -45.757 kN-m

Max: -35.703 kN-m 15.252 kN-m

5.022 kN-m

Max: 25.477 kN-m

15.252 kN-m

Max: -35.704 kN-m

X Z

Max: 28.687 kN-m

Max: 25.479 kN-m

Max: 36.871 kN-m

Max: 28.688 kN-m

Max: 43.151 kN-m

Max: 36.872 kN-m

Load 1 : Bending Y Moment - kN-m

Max: 43.152 kN-m

 Print Time/Date: 07/06/2017 14:22

Print Run 1 of 1

STAAD.Pro V8i (SELECTseries 6) 20.07.11.70

 Job No

Sheet No

Rev

 1  Part

Software licensed to Ammico  Job Title

 Ref  By

 Client

File

Max: 94.033 kN Max: 95.306 kN 1.363 kN 0 kN Max: -92.671 kN Max: 96.3962.635 kN kN 3.725 kN Max: 97.235 kN 4.564 kN

Date09-Apr-17 Date/Time

Ring Beam 1.std

-1.362 Max: -94.033 kN kN Max: -95.303 kN -2.633 kN Max: -96.396 kN -3.726 kN

Max: 97.760 kN Max: -97.232 kN 5.090 kN Max: 97.938 kN 5.268 kN Max: 97.758 kN 5.088 kN

X Z

-4.562 kN Max: -97.761 kN -5.090 kN Max: -97.940 kN -5.269 kN Max: -97.759 kN

Max: 97.234 kN 4.563 kN

-5.088 kN Max: -97.232 kN

Chd

07-Jun-2017 14:21

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