Joint Gutter with Cantilrver Beam WF 150 at span up to 1m

WF 150 Beam as Cantilever Rafter at span up to 1m with design Gutter at the end of rafter beam can be constrct like image below :

and detail of section 13 can see below :

Roof Beam with WF 200 for Span 7 up to 8m

Roof Beam with no Concrete load... using for only Roofing Load can use WF 200 Beam with  Span 7m ap to 8 m. the Joint of Construction can made like image below :

Joint Roof Beam WF 200 span 7 up to 8m, make only as Roofing Load no Concrete Load

 

Joint of  Roof Beam Others :  Betwen Rafter Beam WF 200 with column WF 350 only using for Roofing with no concrete load as floor.

                                                                                    

Detail section 14 

Others Construction with Roof Beam WF 200 span 7 up to 8m, 

Detail of Joint Section 1 

       

Detail of Joint Section 2
 

Detail of Section 12

                                             

Column expansion HB to WF and WF to WF

For optimalization of design, sometime we needs using diferent of material size at one of column structure. the difrenent size structure for column can be used like image below

Joint column to column betwen   HB 200x200 with WF 200x100

and the detail of section A ... can see image below :

Joint column to column betwen   WF 350x175 with WF 200x100

and the detail of section B ... can see image below :

Rafter Beam Joint with Structure Building

Sometimes Rafter Beam does not stop at the column Rafter at the end of  Rafter Construction. The Rafter stop at the Building. Because span of Rafter left and Right not simetric or others architecture design needs.

and the Rafter HC 450x150x6.5x9 joint with column building HB 200x200x8x12 can see below :

and the Detail of section 2 can see below :

Rafter WF 200x100x5.5x8 at start or end Portal column can joint with column building
this can be sample like design below

Rafter Column at start or end Portal column Sampel :

Joint The section of B' can see below :

detail of section of 5 can see below :

The Kind of Joint WF350 for Beam Span 6 up to 7m

Two Stories Steel Building with Steel Beam at Span 6 up 7 m can use WF 350
the kind of Joint Structure can see Image below :

Joint End Beam WF 300 with Column HB 200 

Joint End Beam WF 300 with Column WF 350 Can see Image Below : 

 
-Multi Joint WF  350 Beam with Midle Column HB 200 

Detail of section 1

The Kinds of Joints for WF 200 span 5 up to 6m

WF 200 can use  for Roof Beam span 5 up to 6 but  for floor Beam we usualy use wf 250 for more recomendation.
on Steel Construction many kinds of joint can be use for wf 200 according to design the construction need.

Here there are sample for Wf 200 for construction.

Joint wf 200 Rafter Beam to Column wf 350

detail for section 1

Joint wf 200 Rafter Beam to column wf 200

detail for section 1

Joint many WF 200 position

detail for section 4 and 5

Joint Wf200 Column with diferent Column WF

WF200 Cantilever Beam for Gutter and Place Billboard

Cantilever Beam can be use for Canopy  and many more using on design construction. and one of them are using for Gutter or place of Billboard

on this Image Below , Stell WF 200 x 100  as cantilever Beam see joining below :

this detail on section  9

lace 

Steel Beam with HoneyComb Span 31 m

HC Beam for Steel Construction
with Span = 31 m

Using HC 450x150x6.5x 9
Coupe WF 300x150x6.6x9
Rafter Coulomb 350x175x7x11


Sample Construction disain give here with Joint Betwen Rafter Beam and Coulomb
and Basic Disain betwen Coulomb and Lateral Beam

and see this image below :

Joint Construction Rafter Beam and Rafter Coulomb

Detail on Section 6, can see below :

Detail on Section 7, can see below :

At Joint Conection betwen Beam Rafter can see here :

Detail joint betwen Rafter Beam on Section 8, can see below :

Joint Cnstruction betwen Rafter Coulomb and Lateral Beam WF 200
if  Span Beam or Dintance of Rafter Coulomb needed 5m to 6m 

 Joint betwen Rafter Coulomb and Lateral Beam 

Detail Section 14 see below :