WHERE CAN I FIND EXAMPLES REGARDING DESIGN PROCEDURES FOR
DETERMINING FIXED BASE CONNECTIONS FOR TIMBER POSTS TO CONCRETE FOOTINGS.
ANCHOR BOLT SIZE AND SPACING, BASE PLATE
THICKNESS, BASE DETAIL CONFIGURATION, ETC...
THANK YOU...
I WANT TO DESIGN SADDLE HANGERS USING 1/4" THICK PLATE.
WHAT IS THE DESIGN PROCEDURE? IS THERE LITERATURE IN THIS REGARD? I WANT TO TRANSFER BEAM REACTIONS TO GIRDERS.
THE BEAM REACTION IS TRANSFERRED BY BEARING PERPENDICULAR TO THE GRAIN AT THE BOTTOM OF THE HANGER. THE LOAD ON THE HANGER...
Disregarding load testing...What type of analysis/calculations can be used to justify the, relatively, high loads that light gage timber/hanger
connections appear to have? Also, what literature is available in this regard?
Disregarding load testing...What type of analysis/calculations can be used to justify the, relatively, high loads that light gage timber/hanger connections appear to have? Also, what literature
is available in this regard?
Thank You,
lextoo
regarding type 3 semi rigid moment connections
(aisc asd pg 4-100)--
designed to rotate under gravity loads but resist wind
moments--as a practical matter, (3 story bldg: 475 ft long
by 175 ft wide) how critical is the unwelded length
of 1.5x flange width
for the top flange plate for the...
regarding type 3 semi rigid connections (aisc asd pg 4-100)
designed to rotate under gravity loads but resist wind
moments--as a practical matter,(3-story bldg)
how critical is the unwelded length of 1.5x flange width for
the top flange plate for the successsful performance of
this type of...
how much lateral/torsional support do grouted and
reinforced masonry walls (positively attached by welded
rebar) provide to ,otherwise, laterally unbraced
steel wf lintels? how would an analysis of this
condition be performed?
