Hai,
By default STAADPRO is considering the node as the centre of the section size specified.
Can we change that to our requirement. Say I am specifying a column size of 600mm, I want the section to be divided to 200mm on one side and 400mm on other side of the node. Is there any option to do this.
Thank you.
Thankyou Sir. I will refer the manual.
Can you please help me with the warnings I am getting after designing a S+G+5 RCC Structure. I am noting down the Warnings & attaching my STAAD File here.
1. WARNING:Section fails while designing section; Nominal shear force exceeds tauc_max limit
2. Nominal shear force exceeds tauc_max limit; No bar is available for reinforcement
3. WARNING:Reinforcement % exceeds maximum limit
4. WARNING:Reinforcement % exceeds maximum limit
Ramavarappadu_S+G+5.std
Hi Sai,
It is clear from above mentioned warnings that nominal shear exceeds the maximum limit and according to Clause 40.2.3 which is attached here:
From the designing point of view, maximum shear stress (tauc_max) depends only on the grade of concrete and nominal shear stress depends on size of the member. So, either you need to increase grade of concrete or size of those particular beams.