Pile Cap Design Using SAFE 2021

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Enroll (SB+G+11) Storied Residential Building Design Master Course:
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1. Pile Capacity Calculation Excel File @410 Taka Only
2. SHEAR WALL Design Excel File with Boundary Element & Spandrel @1200 Taka Only
3. Column Reinforcement Detailing Excel @360 Taka Only
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ETABS DESIGN input and DESIGN CHECK related SHEETS : (5-12)
5. EARTHQUAKE Hand Calculation PDF and Word File for ETABS input @310 Taka Only
6. Eccentricity Ratio Calculation Excel File of WIND LOAD for ETABS input @360 Taka Only
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8. TORSIONAL IRREGULARITY Check Excel File for ETABS Design Check @210 Taka Only
9. P DELTA Check Excel File for ETABS Design Check @260 Taka Only
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13. Non Uniform Shell load Calculation for Water tank and Soil Pressure @410 Taka Only
14. One way & Cantilever Slab Design Excel file @ 410 Taka Only
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Regards
Aveeseikh Barua
Lead Partner (AURAB Associates)
B.Sc. Engineer (CIVIL)
CUET, MIEB

[@rafatulalam6887]

Amazing brother Keep it UP🥰

[@compositebd]

Thanks for the appreciation. Stay Tuned...

[@chsetha2630]

Professor, I see the final punching shear result for column is 0.2 but pile is 0.7, the column is holding big load then the punching shear should be bigger than each piles? I see the report of column punching shear the load that SAFE bring to computation for punching shear is not correct, pls help advice

[@compositebd]

Actually the concept is Column distributing its Force to the pile. So, the result is okay. Just think, if Column carries most of the load then what is the benefit of using Pile!!

[@mehedihassanshawon3146]

ডিজাইন স্ট্রিপ অটো দিলে সমস্যা হয়?

[@aveeseikhbarua8424]

No problem

[@user-vq5im2uv4v]

Safe software ta ki vabe pete pari.

[@compositebd]

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