HORIZONTAL DISTRIBUTION OF DESIGN BASE SHEAR - ASCE 7-05 12.8.4
HORIZONTAL DISTRIBUTION OF DESIGN BASE SHEAR - ASCE 7-05 12.8.4
(OP)
I HAVE A 2 STORY BUILDING
14' TO THE SECOND STORY LEVEL
14' TO THE ROOF LEVEL
AND 3' OF PARAPET
THE DESING BASE SHEAR IS 398 K
DOES ANY ONE HAVE A SIMPLE METHOND OF DETERMINING THE HORIZONTAL DISTRIBUTION?
14' TO THE SECOND STORY LEVEL
14' TO THE ROOF LEVEL
AND 3' OF PARAPET
THE DESING BASE SHEAR IS 398 K
DOES ANY ONE HAVE A SIMPLE METHOND OF DETERMINING THE HORIZONTAL DISTRIBUTION?






RE: HORIZONTAL DISTRIBUTION OF DESIGN BASE SHEAR - ASCE 7-05 12.8.4
The Vx is the Fx from 12.8.3
RE: HORIZONTAL DISTRIBUTION OF DESIGN BASE SHEAR - ASCE 7-05 12.8.4
RE: HORIZONTAL DISTRIBUTION OF DESIGN BASE SHEAR - ASCE 7-05 12.8.4
THIS IS WHAT HAPPENS WHEN YOU TRY TO WORK AND TYPE AT THE SAME TIME.
RE: HORIZONTAL DISTRIBUTION OF DESIGN BASE SHEAR - ASCE 7-05 12.8.4
RE: HORIZONTAL DISTRIBUTION OF DESIGN BASE SHEAR - ASCE 7-05 12.8.4
RE: HORIZONTAL DISTRIBUTION OF DESIGN BASE SHEAR - ASCE 7-05 12.8.4
Never, but never question engineer's judgement
RE: HORIZONTAL DISTRIBUTION OF DESIGN BASE SHEAR - ASCE 7-05 12.8.4
Creating a computer model may get you more accurate results but it is time consuming to create the model. Only when one can predict the behavior shall one create a computer model to verify the anticipated results.
RE: HORIZONTAL DISTRIBUTION OF DESIGN BASE SHEAR - ASCE 7-05 12.8.4
Had a question like that on the SEII...