SEFI Web Site Problems/ Login/Registration Issues :: CSI SAFE SOIL PRESSURE

virenparekh — Thu, 30 Apr 2026 11:17:17 GMT

Author: virenparekh
Subject: CSI SAFE SOIL PRESSURE
Posted: Thu Apr 30, 2026 11:17 am (GMT 0)

RESPECTED SEFIANS,

I AM ATTACHING SAFE FILE. SBC IS 17 TON/M2. SUGRADE IS 5666KN/M3

BUILDING IS G+14.

PROBLEM IS INSPITE OF PROVIDING LARGE DEPTH PRESSURE DOES DECREASE THAN SBC 17TON / M2 SAY PERMISSIBLE VALUE

we have tried with depth of 900mm,1000,1200mm depth.

WHAT SHOULD BE EXACT SOLUTION TO THIS PROBLEM.

SAFE VERSION IS 2016.

Freshers' Zone :: Query regarding to "transfer loads of partition wall to adjacent beams"

Himanshu Deore — Mon, 27 Apr 2026 10:02:23 GMT

Author: Himanshu Deore
Subject: Query regarding to "transfer loads of partition wall to adjacent beams"
Posted: Mon Apr 27, 2026 10:02 am (GMT 0)

Hello sir,
please go through attached images for clear understanding,
I have query, how to transfer partition wall load to the adjacent beams, when there is no beam below the partition wall.
Is it okay if,
I modelled a dummy beam with load of wall in staad pro to transfer the wall load.
Please guide correct way.
Thanks,
Regards

Structural Engineers Forum of India

SEFI Web Site Problems/ Login/Registration Issues :: CSI SAFE SOIL PRESSURE

Freshers' Zone :: Query regarding to "transfer loads of partition wall to adjacent beams"