Steel Design OF & ) inA 21914x2 (3/8 n.SEPARATIOD), ASTM A36 „HAS ONE LINEDIAMETER BOLIS IN STADDARD HOLESTHE DOVBLE ANGLE IS CARPYNG A DEAD LOAD KIPS AoD A LIVECOAD OF 120 KIPS INADD25 S 25 T ID LE6TH.TENSION. VElRIFYSTRENGTHBY ĐOTHLRE)AND ASDREFER TO rouRE 1.GUSS ETPATE

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A 21419x2 (3/8 in.SEPARATIOV), ASTM A36 „HAs ONE LINE OF &)孝n AND 25 is 25 O LENGTH. DIAMETER BOLTS IN STANDARD HOLES THE DOUBLE ANGLE IS CARRY ING A DEAD LOAP KIPS AND A LIVE LOAD OF 120 KIPS IN TENSION. VERIEY TRENOTH BY ĐOTH LRED AND ASD .REFER TO HOURE 1. GUSS ET PATE

A 21419x2 (3/8 in.SEPARATIOV), ASTM A36 „HAs ONE LINE OF &)孝n AND 25 is 25 O LENGTH. DIAMETER BOLTS IN STANDARD HOLES THE DOUBLE ANGLE IS CARRY ING A DEAD LOAP KIPS AND A LIVE LOAD OF 120 KIPS IN TENSION. VERIEY TRENOTH BY ĐOTH LRED AND ASD .REFER TO HOURE 1. GUSS ET PATE

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Question

Steel Design

OF & ) in
A 21914x2 (3/8 n.SEPARATIOD), ASTM A36 „HAS ONE LINE
DIAMETER BOLIS IN STADDARD HOLES
THE DOVBLE ANGLE IS CARPYNG A DEAD LOAD KIPS AoD A LIVE
COAD OF 120 KIPS IN
ADD
25 S 25 T ID LE6TH.
TENSION. VElRIFY
STRENGTH
BY ĐOTH
LRE)
AND ASD
REFER TO rouRE 1.
GUSS ET
PATE

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