Assignment-4 CVEN3303 Due date/time: 06/06/2016, 5:00 pm QUESTION 1
(Moment amplification m)
(35 Marks)
For the frame and design loads shown in Figure-1, determine the moment amplification factor s for all
of the columns. The Beams are 310UB32 and the columns are 310UC96.8. All beams are rigidly
connected to the columns. The column-to-footing connection is pinned. All beams and columns are
bending about their major axis. Figure-1 QUESTION 2
(Design of beam-columns)
(65 Marks)
Check the adequacy of 200UC46.2, Grade 350 for column (A-1) and (A-4) shown in Figure-2. Ignore
the Self-weight of the beams and columns. All beam-to-column and beam-to-shear wall connections in
East-West direction and in North-South direction are hinge. All column-to-footing connections are
pinned. All columns are fully restrained only at the base and top of the second storey (roof level). A
uniform distributed permanent action (Dead Load) of G=20 kN/m and imposed action (Live Load) of
Q=10 kN/m is acting on all beams in East-West direction and a uniform distributed wind load of
Wu=2 kN/m is acting on the flange of column (A-1) as shown in Figure-2. Details of simple
connections in East-West direction are given in Figure-2. The minimum eccentricity requirement
according to clause 4.3.4, AS4100 for simple connections only in East-West direction should be
considered.
Note: The columns are subject to axial compression and uni-axial bending about their major axis. 1 Figure-2 2

• 1497661491-pdf.pdf

SuperTutor

(15)

Status NEW Posted 17 Jun 2017 01:06 AM My Price 7.00

-----------

Attachments

file 1497661493-Solutions file.docx preview (51 words )

S-----------olu-----------tio-----------ns -----------fil-----------e -----------Hel-----------lo -----------Sir-----------/Ma-----------dam----------- T-----------han-----------k y-----------ou -----------for----------- yo-----------ur -----------int-----------ere-----------st -----------and----------- bu-----------yin-----------g m-----------y p-----------ost-----------ed -----------sol-----------uti-----------on.----------- Pl-----------eas-----------e p-----------ing----------- me----------- on----------- ch-----------at -----------I a-----------m o-----------nli-----------ne -----------or -----------inb-----------ox -----------me -----------a m-----------ess-----------age----------- I -----------wil-----------l b-----------e q-----------uic-----------kly----------- on-----------lin-----------e a-----------nd -----------giv-----------e y-----------ou -----------exa-----------ct -----------fil-----------e a-----------nd -----------the----------- sa-----------me -----------fil-----------e i-----------s a-----------lso----------- se-----------nt -----------to -----------you-----------r e-----------mai-----------l t-----------hat----------- is----------- re-----------gis-----------ter-----------ed -----------onÂ----------- th-----------is -----------web-----------sit-----------e -----------Tha-----------nk -----------you----------- -----------

Not Rated(0)

• Buy Answer