mathcad - verificare noduri la forta taietoare
DESCRIPTION
Mathcad - Verificare Noduri La Forta TaietoareTRANSCRIPT
-
Calculul Nodurilor
1) Verificare la forta taietoare in nod
Nod 1
Seism Stanga - Dreapta pe y (elevatia B)
GRd 1.1fyd 434.78As1 5 314.16As2 5 201.06Vc 244.42
Vjhd GRd fyd As1 As2( ) Vc 103Vjhd
103987.62
bj 300 250hc 600fcd 11.33
VRdMax 0.3 bj hc fcdVRdMax
1031.122 103
Vjhd VRdMax
Seism Dreapta - Stanga pe y (elevatia B)
GRd 1.1fyd 434.78As1 5 314.16
-
As2 5 201.06Vc 244.42
Vjhd GRd fyd As1 As2( ) Vc 103Vjhd
103987.62
bj 300 250hc 600fcd 11.33
VRdMax 0.3 bj hc fcdVRdMax
1031.122 103
Vjhd VRdMax
Seism Stanga - Dreapta pe x (elevatia 2)
GRd 1.1fyd 434.78As1 5 314.16As2 5 201.06Vc 211.82
Vjhd GRd fyd As1 As2( ) Vc 103Vjhd
1031.02 103
bj 300 250hc 600fcd 11.33
-
VRdMax 0.3 bj hc fcdVRdMax
1031.122 103
Vjhd VRdMax
Seism Dreapta - Stanga pe y (elevatia B)
GRd 1.1fyd 434.78As1 5 314.16As2 5 201.06Vc 214
Vjhd GRd fyd As1 As2( ) Vc 103Vjhd
1031.018 103
bj 300 250hc 600fcd 11.33
VRdMax 0.3 bj hc fcdVRdMax
1031.122 103
Vjhd VRdMax
Nod 2
Seism Stanga - Dreapta pe y (elevatia B)
GRd 1.1fyd 434.78As1 5 314.16
-
As2 5 201.06Vc 198.37
Vjhd GRd fyd As1 As2( ) Vc 103Vjhd
1031.034 103
bj 300 250hc 600fcd 11.33
VRdMax 0.3 bj hc fcdVRdMax
1031.122 103
Vjhd VRdMax
Seism Dreapta - Stanga pe y (elevatia B)
GRd 1.1fyd 434.78As1 5 314.16As2 5 201.06Vc 198.37
Vjhd GRd fyd As1 As2( ) Vc 103Vjhd
1031.034 103
bj 300 250hc 600fcd 11.33
-
VRdMax 0.3 bj hc fcdVRdMax
1031.122 103
Vjhd VRdMax
Seism Stanga - Dreapta pe x (elevatia 2)
GRd 1.1fyd 434.78As1 5 314.16As2 5 201.06Vc 177.72
Vjhd GRd fyd As1 As2( ) Vc 103Vjhd
1031.054 103
bj 300 250hc 600fcd 11.33
VRdMax 0.3 bj hc fcdVRdMax
1031.122 103
Vjhd VRdMax
Seism Dreapta - Stanga pe y (elevatia B)
GRd 1.1fyd 434.78
-
As1 5 314.16As2 5 201.06Vc 175.4
Vjhd GRd fyd As1 As2( ) Vc 103Vjhd
1031.057 103
bj 300 250hc 600fcd 11.33
VRdMax 0.3 bj hc fcdVRdMax
1031.122 103
Vjhd VRdMax
Nod 3
Seism Stanga - Dreapta pe y (elevatia B)
GRd 1.1fyd 434.78As1 4 314.16As2 4 201.06Vc 242.93
Vjhd GRd fyd As1 As2( ) Vc 103Vjhd
103742.702
bj 300 250hc 600fcd 11.33
-
VRdMax 0.3 bj hc fcdVRdMax
1031.122 103
Vjhd VRdMax
Seism Dreapta - Stanga pe y (elevatia B)
GRd 1.1fyd 434.78As1 4 314.16As2 4 201.06Vc 242.93
Vjhd GRd fyd As1 As2( ) Vc 103Vjhd
103742.702
bj 300 250hc 600fcd 11.33
VRdMax 0.3 bj hc fcdVRdMax
1031.122 103
Vjhd VRdMax
Seism Stanga - Dreapta pe x (elevatia 2)
GRd 1.1fyd 434.78
-
As1 4 314.16As2 4 201.06Vc 190.64
Vjhd GRd fyd As1 As2( ) Vc 103Vjhd
103794.992
bj 300 250hc 600fcd 11.33
VRdMax 0.3 bj hc fcdVRdMax
1031.122 103
Vjhd VRdMax
Seism Dreapta - Stanga pe y (elevatia B)
GRd 1.1fyd 434.78As1 4 314.16As2 4 201.06Vc 167.8
Vjhd GRd fyd As1 As2( ) Vc 103Vjhd
103817.832
bj 300 250hc 600fcd 11.33
VRdMax 0.3 bj hc fcd
-
VRdMax
1031.122 103
Vjhd VRdMax
Nod 4
Seism Stanga - Dreapta pe y (elevatia B)
GRd 1.1fyd 434.78As1 2 314.16 2 201.06As2 4 201.06Vc 170.75
Vjhd GRd fyd As1 As2( ) Vc 103Vjhd
103706.7
bj 300 250hc 600fcd 11.33
VRdMax 0.3 bj hc fcdVRdMax
1031.122 103
Vjhd VRdMax
Seism Dreapta - Stanga pe y (elevatia B)
GRd 1.1fyd 434.78As1 2 314.16 2 201.06
-
As2 4 201.06Vc 170.75
Vjhd GRd fyd As1 As2( ) Vc 103Vjhd
103706.7
bj 300 250hc 600fcd 11.33
VRdMax 0.3 bj hc fcdVRdMax
1031.122 103
Vjhd VRdMax
Seism Stanga - Dreapta pe x (elevatia 2)
GRd 1.1fyd 434.78As1 2 314.16 2 201.06As2 4 314.16Vc 166.22
Vjhd GRd fyd As1 As2( ) Vc 103Vjhd
103927.594
bj 300 250hc 600
-
fcd 11.33VRdMax 0.3 bj hc fcdVRdMax
1031.122 103
Vjhd VRdMax
Seism Dreapta - Stanga pe y (elevatia B)
GRd 1.1fyd 434.78As1 2 314.16 2 201.06As2 4 314.16Vc 169.1
Vjhd GRd fyd As1 As2( ) Vc 103Vjhd
103924.714
bj 300 250hc 600fcd 11.33
VRdMax 0.3 bj hc fcdVRdMax
1031.122 103
Vjhd VRdMax