RAM Concept Ultimate moment not tally with '' strength design , top reinforcement plan '' output for RC beam design
q
Dear all,
I noticed that the Ult Moment from the design strip is not tally with the output of the area of steel reinforcement require for the beam design.
The photos attached above :
Beam size : 600 X 1000/1300
Mult = -1420 kNm (hogging) …
HI, everyone can anyone help me to solve about how to apply loads roof if we have 113Kn? thanks 4 all.
STAAD SPACE START JOB INFORMATION ENGINEER DATE 30-Nov-22 END JOB INFORMATION INPUT WIDTH 79 UNIT MMS KN JOINT COORDINATES 55 468.544 16072.7 192.577; 73 507.061 16072.7 -1.061; 107 358.857 16072.7 356.735; 152 7609.76 14763.6 -1.061; 153 467.483 16072…
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Ram Concept allows users to select the code for live load reduction. I selected IBC 2018. The slab longitudinal and latitude strip trib areas were approx. 400 sq ft. each. Based on live load reduction formula, since the trib area times Kll factor was…
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https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/220024/long-term-deflection-error-message/673947#673947
I have posted under this related question-set. Can these errors be ignored?
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RE: RAM Concept - Vibration Analysis Questions
1. Yes, both the superimposed dead load and live load should be modeled on Additional Mass Loading.
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This is my first post in this forum. I'm currently working for a post-tension consultant in Australia.
I have some questions regarding Ram Concept and post-tension long-term losses
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