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CMU infills are for architectural reasons, walls been infilled are not part of the lateral resisting system (only out of plane lodas) Openings are 8.5'Hx7'W and 7'Hx28'W Given the uncertainties in the exisitng cmu surrounding the openings, would it make sense to demo top and bottom of openings...

Need to infill with CMU some openings in an existing CMU wall. Do you have a procedure/detail to share?. The building was built in 1972

Msquared48, would you mind sending a pdf of that page?

yes, it is a light beam

AISC 6th ed or earlier is supposed to list it; if you have that edition available, can you upload the info for 10B15?

AISC Design Guide #15 does not list it as such.

Need the geometric properties of a 10B15 beam

Does anyone one have any information in regards to geometric and mechanical properties of 3/8" ribbed metal lath used with poured concrete as a slab in the 1950s?

what does it mean "owsj"?, what is a V-rib form like? Later renovations indicate a 2" conc slab and corrugated deck instead of a a 2" concrete on WWF lath and fireprofing as existing slab

SJ145 at 24-in OC

Has anyone worked with a 1950's slab system that calls for a 2" concrete on WWF lath and fireprofing?

thanks for the info, so pretty much the same checks as if the connection were and end connection.

connectgr, I am trying to design what is shown on your sketch, i.e., the connection (not the braces). If you can share the design calcs for that, it would be nice; if not could you direct me to the pages in the AISC Manual where examples of connections like the one you uploaded are?. Thanks.

dear connectegr, i coul not see a design sample in the link you sent. also, i need the connection between the braces not the end connection. please clarify.

Does anyone have a design example of a cross bracing connection with gusset plates?. The members are square HSSs and I am looking for a design example (or a reference) for the connection between the two cross bracings with a gusset plate.

thanks, much appreciated

thank you. yes, i am interested, pls post the info

I am looking for information on a slab made up of 3" stone conc fill over deck type nkx-16-16. Has anyone see load tables, geometry, etc, for that type of slab?