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civil sem6 ddss assignments .pdf

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Design & Drawing of Steel Structures
(DDSS) Assignments
 Assignment No. 1
1. Design a bolted bracket connection to support an end reaction of 400 KN
N because of
the fact load supported by beam the eccentricity of end reaction is 250 mm the
column section is ISHB 150 at 300.19 NN/m thickness of bracket plate is used as
10mm the steel grade is used fc 410 & bolt grade 4.6.
2. Find the tensile load carrying capacity of 2 ISA 90×60×6 is connected to the
t 8mm
thick gusset plate by welded connection. Angles are connected back to back on either
side of gusset plate.
3. Design a bracket connection using 4.6 grade bolt of transmit factored load of 135 KN
(Applied on 12mm
m thick gusset plate
plate) to the flange ISHB 225.
25. The load eccentricity
is 200 mm measured from the axial load of column.
4. What are the advantages of steel as a structural member?
5. Design a tension member
ember for a working load of 200 K
N by using 2 angles are placed
‘back to back’ an either side of gusset plate
plate having thickness 10 mm by welded
connection adopt field weld.

 Assignment No. 2
1. An ISA 100×75×10 is used as a tension member to connect the gusset plate of 12
mm thick by means of bolted connection with 16 mm diameter
diameter bolt of 4.6 grade.
Bolt are connected 55 mm from the base of angle. Design suitable connection with
neat sketch.
2. A Bracket plate 10 mm thick is welded to the flange of column by 8 mm field weld
as shown in figure the safe load can the fillet bracket.
3. Find the tensile load carrying ccapacity
apacity of a plate 250 mm wide and 10 mm thick use
20 mm diagram bolt of 4.6 m grade
4. Design a tension
ion member for the load of 250 K
N by using connection with 12 mm
thick gusset plate 2 angle are placed back to back or the
the gusset plate use 20 mm
diameter bolt
lt of 4.6 grade Bolt are connected 50 mm from the base of angle.
Please Contact for any correction or Update
Nilesh Deokar

Bhushan Borole

Ajinkya Jadhav

 Assignment No. 3
1. Design a double angle discontinuous start used in a root truss to carry a factors load
of 170.KN. The length
ngth of member between centre to
to centre of intersection is 3m The
angles are placed back to back on each side of gusset plate Design a bolted
connection (Assume 16.20 mm diameter
2. Find the compressive load carrying capacity of single angle strut in a roof truss ISA
100*100*10 is connected to the 12 mm thick gusset plate. Length
ngth of member is 7.5m
having effectively held at both end and restrained at one end (i.e. onee end is fixed
and other is hinge). Design welded connection with neat sketch.
3. Design a built up column using 2 channel section are placed face to face
face to carry an
axial load of 1200KN, length of column is 4m.both ends are hinged . Design double
lacing system with bolted connection. Draw neat sketch showing plan and
4. Design a batten column consist of 255MC section to carry on
on factored axial load of
1900KN, the length of column is 8m and it is effectively held in position at both
ends. But restrained against rotation at one end only. Design the end batten and
intermediate batten and their connections using M20 (fig) 4.6 grade black bolt.

Please Contact for any correction or Update
Nilesh Deokar

Bhushan Borole

Ajinkya Jadhav

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