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# Re: Cranked Beam supported at blockwalls

• To: seaint(--nospam--at)seaint.org
• Subject: Re: Cranked Beam supported at blockwalls
• From: "refugio rochin" <fugeeo(--nospam--at)gmail.com>
• Date: Sun, 15 Apr 2007 10:32:12 -0400

```the torsion (moment) load at wall 1 is about 46 k-'.

2007/4/15, refugio rochin <fugeeo(--nospam--at)gmail.com>:
```
```I have a scenario that I am losing sleep over.
So, I think I would like some opinions from the "been there done that" peoples.

Between two perpendicular wall segments, sketch below

__________________________<wall 1
|                     |                       |
|        _______|                        |
|        |     ^                              |
|        | <  cranked beam           |
|____ |                                    |
|                                             |
^wall 2                                    ^wall 3

there is a cranked beam (torsion beam).  Between the cranked beam and
wall 3 is a floor, suspended by the cranked beam and the wall.  In
between the cranked beam and wall 2 is a stair. which lands at the
portion of the cranked beam terminating into wall1.  total length of

the floor uses office live loading 50 psf, and is a joist and deck floor.

Now, wall 2 ends just past the beam and also has a beam landing on it
supporting one wall of load and a roof and one floor length. of the
same joist and deck floor.  It is a 12" solid grouted block wall below
into an 8" block wall above.  The wall 1 is an 8" block wall solid
grouted below, into an 8" block wall above.

Now, I can design a beam internally to the walls which takes the
cranked beam ends and the torsion loads.  However, my main concern is
what the blockwalls can take.  I can provide the beam loads tomorrow
morning.  My calculations show it can be done, but perhaps I am
missing some elements of surprise...  I am happy to share my calcs
with an engineer that would be so happy to gander and give me their
thoughts.

cranked beam size:  10"x 24" with 4 #5 bars top and bott, and 4
intermediate #5 bars spaced in pairs...  wall 1 beam is 8"x 48"beam w/
14 #5 bars and #3@3"o.c. stirrups.  wall 2 beam is a conjoined beam
12"x 26" beam + 8"x 16" beam.  The 12x 26 beam has 4 #5 bars top and
bott and 4 intermediate #5 bars and the 8x16 portion has 8 #5 bars
which round it out.  there are two sets of #3@3"o.c. stirrups which

Best Regards,
Refugio Rochin

```
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