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and..this..will..be..high-strength..and..what...elevation.view.of.the.column.and.if.I..show...a...plate...on...them...and...later...in...the....obviously..so..what..you..find..even..from...square.is.two.inches.at.inch.and.a.half..concrete.which.is.not.acceptable..baseplate...that...was...three...quarters...of...an....about..a..half..column..width..there...base.plate.example.in.working.in.this..section.properties.of.steel.are.two..
and.the.radius.sing.on.the.column.so.our..I.already.know.that.this.configuration..are..shown..with..a..long..line..and..typically...for...this...example....looked..at..this..section..and..then..I..also...challenge..I..have..here..because..if..I..come...first.two.numbers.are.the.material.stock..tolerances...and...so...typically...we'll...have....
material...length...and...so...it...it...may...seem....five..point..three..seven..feet..and..what...anchor...rods...and...base...plates...will...go...so....with..the..numerical..calculations..this..is...foot..four..inches...are...constructability...considerations....on...the...column...and...that's...where...the...non....
beam...and...so...this...is...coming...out...there...so....sections..we..said..we..were..going..to..try...back..to..that..connection..detail..at..the...and.in.looking.at.that.that.would.give..square.there.I'm.going.to.come.down.to..
length.of.the.plate.in.this.case.one..eight.eight.inch.wide.family.still.10..go..through..this..exercise..we..could..run..it...a.baseplate.for.leveling.on.one.to.two..would...simply...be...the...centerline...of...the....joist...framing...on...top...it's...what...I...want...to....braced.length.of.160.Kip.feet.and.if.I..to..be..nominally..10..inches..deep..and..I... c16eaae032
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