$+2,01m=H$

$+15m=w$

$+36(66)m=L$

R$.$ Angle $=15$

Diagonal Angle $()=15$

Diagonal Angle $()=28,187$

Steel grade : S$235J^R.$

yield Strength : $235$mpa

$E$:$210\mathrm{.}000$ mpa

Dead load $(G)=0,6k\frac{N}{m^2}$

Smax load. $(S)=0,75k\frac{N}{m^2}$

uniform load $W=G+S=1,350k\frac{N}{m^2}$

Find forces on each joint $($half of the truss enough, since the truss is symmetrical$)$

Show all members whether they are in tension or compression

Select appropriate sections for tension members

Select appropriate sections for compression members $($you have to find the length of each member with using basic trigonometry$)$

Unit Conversion:

Steel Grade: S$235$JR

Yield Strength: $235$Mpa

E: $210\mathrm{.}000$MPa

$1m=100cm=1\mathrm{.}000mm$

$1m^2=1{10}^{4}c{m}^2=1{10}^{6}m{m}^2$

$1m^3=1{10}^{6}c{m}^3=1{10}^{9}m{m}^3$

$1kN=1\mathrm{.}000N$

$1$Mpa$=1\frac{N}{m}{m}^2$

W$11|$ STRUCTURAL ELEMENTS

Find forces on each joint $($half of the truss enough, since the truss is symmetrical$)$

Show all members whether they are in tension or compression

Select appropriate sections for tension members

Select appropriate sections for compression members $($you have to find the length of each member with using basic trigonometry$)$

Unit Conversion: