Hi all,
Just wanted to know whether there are any problems in providing a tilt up panel at structural slab level (floor level) with anchors on to footing at floor level. (Top of footing and top of slab are at same level)
Hi Everyone,
I was asked to look at a hole on a RCC wall and give rehabilitation method. The wall is 3m high RCC Panel wall subject to minimal to no axial load, only wind load act as a lateral load. The wall was hit by an excavator arm. As from the photos, the hole is 1200mm dia (maximum) in...
Hi all,
I am to design 2 columns to resist the lateral forces during operation of a passenger lift in a two storey building. Columns marked in red in image attached. Those are 200x5 SHS and has a height of 6m with the intermediate floor at 3m height.
With these loads (F1 and F2 are lateral...
Hi all,
Can an opening be provided on a precast panel as marked in red in picture below. I saw a detail with a 200 PFC chemseted into the panel. Would that help?
will providing angle sections as lintel beams on top and bottom and on the sides as column on both sides of the panel opening be...
I have a concrete stair of span (2450mm+4200mm)=6650mm in plan and over a height of of 4300mm to demolish. I have an intermediate support at 2450 from bottom end of stair. It is in a confined space. The stair top has been close out previously with a slab. The contractor said they would be using...
Is it required to assess a frost fan of height 10m as per Appendix E of AS 1170.2 (Accelerations and rotational velocities for wind sensitive structures)?
If yes, do anyone have any reference documents they could share.
