Ask
Login
TAGGED IN

Design And Drawing Of Steel Structures

Follow this tag to get notifications whenever a new post is added

ALL TAGS
0
votes
1
answer
4.0k
views
1
answer
Define section modulus and neutral axis.
design and drawing of steel structures updated 3.8 years ago by krithikkm200 • 10
0
votes
2
answers
16k
views
2
answers
Determine the design axial load on the column section ISMB 350 given that height of column 3m and that is pin ended assume following fy=250mpa fe 410N/mm$^{2}$ E=2$\times10^{5}N/M^{2}$
design and drawing of steel structures updated 3.9 years ago by 1720776188 • 20
1
vote
1
answer
43k
views
1
answer
Explain web bucking and web crippling in a beam
design and drawing of steel structures updated 3.9 years ago by 19bcs3866 • 10
0
votes
1
answer
970
views
1
answer
Single unequal angle$100\times75\times10mm$ is used a tention member connected to 12mm gusset plate at ends with 6no's of 16mm of bolts transfer tention as shown the bolts are pitched at 50mm
design and drawing of steel structures updated 4.0 years ago by krithikkm200 • 10
0
votes
1
answer
1.0k
views
1
answer
Indian standard angle 100$\times$100$\times$6mm is used as strut iin roof truss the length of strut between entrane section at each end 8m cal the strength 1) connect two halts at each end
design and drawing of steel structures updated 4.0 years ago by krithikkm200 • 10
0
votes
1
answer
2.3k
views
1
answer
Design tesnile strenght of plate 160 x 8mm connect to 10mm thick guest using 16mm bolt as shown in fig yield & ultimate stress of steel are 250mpa & 410mpa respectively
design and drawing of steel structures updated 4.0 years ago by krithikkm200 • 10
0
votes
1
answer
746
views
1
answer
Type of failure tention member
design and drawing of steel structures updated 4.0 years ago by krithikkm200 • 10
0
votes
1
answer
834
views
1
answer
Steel beam flanges are embeded in concrete is 8m long c/c spacing =4m it carry Rcc slab 140m thick L.L =kN/m$^{2}$ F.F=1.5kN/m$^{2}$ Take fy=250 fe=410
design and drawing of steel structures updated 4.0 years ago by krithikkm200 • 10
0
votes
1
answer
802
views
1
answer
Design Zp=M$\times\frac{8mo}{fy}=3.34\times 10^{6} \times\frac{1.10}{250}$=14696mm$^{3}$
design and drawing of steel structures updated 4.0 years ago by krithikkm200 • 10
2
votes
1
answer
11k
views
1
answer
Assuming the depth of plate girder restricted to 1500 mm and NO intermediate stiffeners are provided design
design and drawing of steel structures updated 4.1 years ago by krithikkm200 • 10
0
votes
1
answer
2.5k
views
1
answer
Provide suitable curtailment of flange plates if necessary. Also design the welded connection between web &flange plate.
design and drawing of steel structures updated 4.1 years ago by krithikkm200 • 10
0
votes
1
answer
3.7k
views
1
answer
Also design suitable welded connection between web and flange plates
design and drawing of steel structures updated 4.1 years ago by krithikkm200 • 10
0
votes
1
answer
8.5k
views
1
answer
Also design curtailment of flange plates, end bearing stiffener and connection between flange and web using fillet welds.
design and drawing of steel structures updated 4.1 years ago by krithikkm200 • 10
0
votes
1
answer
5.7k
views
1
answer
Design battened system. Draw neat sketches to show details. Use 4.6 grade 20mm dia. bolts for the connections.
design and drawing of steel structures updated 4.1 years ago by krithikkm200 • 10
1
vote
1
answer
2.3k
views
1
answer
Design and Drawing of Steel Structures Question Paper - May 2017 - Civil Engineering (Semester 6) - Mumbai University (MU)
design and drawing of steel structures updated 4.1 years ago by teamques10 ★ 70k
0
votes
1
answer
1.9k
views
1
answer
Design and Drawing of Steel Structures Question Paper - December 2014 - Civil Engineering (Semester 6) - Mumbai University (MU)
design and drawing of steel structures updated 4.1 years ago by teamques10 ★ 70k
0
votes
1
answer
10k
views
1
answer
Design a bracket connection to transfer and end reaction of 225 kN factored as shown end reaction from gurder is distance 300mm from column phase design bolted connection fro Tglange with column
machine design design and drawing of steel structures updated 4.1 years ago by teamques10 ★ 70k
1
vote
1
answer
1.2k
views
1
answer
flooring system for industrial shed . Design the beams SB MB and the connections between them USe I-sections for beam and provide cover plates if necessary.Top flanges of beams are at same level
design and drawing of steel structures updated 7.0 years ago by teamques10 ★ 70k
0
votes
1
answer
888
views
1
answer
Design laterally unsupported beam ss over a span 2m i tcarry a udl 56kN/m
design and drawing of steel structures updated 7.0 years ago by teamques10 ★ 70k
0
votes
1
answer
747
views
1
answer
Design member L$_{1}$L$_{2}$ for compression for 2 ISA buckling class='c'
design and drawing of steel structures updated 7.0 years ago by teamques10 ★ 70k
0
votes
1
answer
789
views
1
answer
Design of Roof member:[L$_{1},L_{2}]$ Given 1) Tensile force=23.39kN 2)compressive force=19.67kN 3) length of L$_{1} L_{2}$=3000mm
design and drawing of steel structures updated 7.0 years ago by teamques10 ★ 70k
0
votes
1
answer
769
views
1
answer
check for buckling resistance of section
design and drawing of steel structures updated 7.0 years ago by teamques10 ★ 70k
0
votes
1
answer
772
views
1
answer
Design Zp=M$\times\frac{8mo}{fy}=3.34\times 10^{6} \times\frac{1.10}{250}$=14696mm$^{3}$
design and drawing of steel structures updated 7.0 years ago by teamques10 ★ 70k
0
votes
1
answer
838
views
1
answer
Load combination for B.M and S.F
design and drawing of steel structures updated 7.0 years ago by teamques10 ★ 70k
0
votes
1
answer
731
views
1
answer
Design of purlin given 10 span=4m 2)spacing =1.72m 3)$\theta=304^{\circ}$
design and drawing of steel structures updated 7.0 years ago by teamques10 ★ 70k
<prev • 79 results • page 1 of 4 • next >