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Thank you for your comment. The crane supplier made a proposal for the foundation design and the reinforcements in this proposal are much less than the minimum reinforcement. if this is not based on a design code i will implement minimal reinforcement. The crane vendor cannot be reached. And...

Hi there! I need to design a thick concrete foundation of a tower crane. It needs to be 1.70 m thick to provide safety factor of overturning moments. Internal forces in the foundation section are not large, that's why even mimimum reinforcement ratio is overdesign. Is there any design rule for...

hi; i'm lookng for a software about cold formed steel section design according to eurocode 3. do you have a software that you know?

hi; i'm lookng for a software about cold formed steel section design according to eurocode 3. do you have a software that you know?

Dear PSlem, do you have pdf of this book?

Hi, I need information about design of retaining wall resting on piles. Do you have a document about this? thanks

thank you for your help :)

Hi; is there LIRA soft user? How can I see support reactions on LIRA?

hi :) can we import to SAP2000 a connection designed by XSteel

All answers are good. besides, you have to use much more than 48 modes. you can use 3 modes for each storey, so that in total 90 modes

hi; do you know about corrosion protection by nitrogen for steel box section?

you can use "asolid element" on SAP2000 for make a slab which the depth varies along the lenght..

i expected you asked about stringers between main truss. (you know that you cannot design too wide flange girder if it's a bending element)

you have to calculate effective width. because, it may be effective width less than designing width of flange according to beam theory.

i know that if you import a dxf file to sap2000, it just defined as frame element