Analysis and Design of Reinforced Concrete Beam column Joint Using King Cross Steel Profile Procedia Engineering 171 ( 2017 ) 948 – 956 1877 7058 © 2017 The Authors Published by Elsevier Ltd This is a[.]
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Engineering 171 (2017) 948 – 956 6.4 Calculate the design shear force of the joint stirrup and the king cross steel profile 7KHDPRXQWRIWKHGHVLJQVKHDUIRUFHWKDWPXVWEHUHVLVWHGE\VWLUUXSVDFFRUGLQJ(TXDWLRQ LV ࢂ࢙ ൌ ࢂ࢛ െ ࢂࢉ 6RWKDWWKHGHVLJQVKHDUIRUFHWKDWPXVWEHUHVLVWHGE\VWLUUXSVLVVs N1DQGWKHWKHGHVLJQVKHDUIRUFH WKDWPXVWEHUHVLVWHGE\NLQJFURVVSURILOHWKDWUHSODFHVVWLUUXSLV Vk Vs N1 6.5 Create the type of the beam column joint design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The Joint shear capacity based Park and Paulay, 1974 [3] 7KHFRQFUHWHVKHDUFDSDFLW\RIMRLQW 7KH FRQFUHWH VKHDU FDSDFLW\ RI MRLQW vc DFFRUGLQJ WR 3DUN DQG 3DXOD\ DUH FDOFXODWHG... &UHDWHWKHW\SHRIWKHEHDPFROXPQMRLQWGHVLJQ &DOFXODWHWKHDPRXQWRIWKHKRUL]RQWDOVKHDUVWLUUXSRIWKHMRLQW &DOFXODWHWKHGLPHQVLRQRIWKHWKHNLQJFURVVVWHHOSURILOHRIWKHMRLQW &DOFXODWHWKHQRPLQDOVKHDUFDSDFLW\RIWKHEHDPFROXPQMRLQWGHVLJQ... )LJXUH''LPHQVLRQRIEHDPFROXPQMRLQWZLWKNLQJFURVVSURILOH 6.2 Calculate the design shear force of beam column joint 7KH PDJQLWXGH RI WKH VKHDU IRUFH RI WKH MRLQW LV WKH GLIIHUHQFH