Cantilever |
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Simply supported |
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Fixed |
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Fixed-simply supported |
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2 spans |
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Simply supported |
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Fixed |
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Punctual load |
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Distributed load |
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Load position |
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Formulation |
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Load (P) (kN):
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Load distance (D) (m):
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Span (L) (m):
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Calculate
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Results | |
Load position |
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Formulation |
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Load (q) (kN/m):
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Load distance (D) (m):
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Distancia fin de la carga (d) (m):
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Span (L) (m):
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Calculate
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Results | |
Punctual load |
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Distributed load |
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Load position |
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Formulation |
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Load (P) (kN):
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Luz (L) (m):
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Load distance (D) (m):
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Calculate
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Results | ||
Load position |
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Formulation |
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Load (q) (kN/m):
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Load distance (D) (m):
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Load distance (C) (m):
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Span (L) (m):
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Calculate
|
Results | ||
Punctual load |
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Distributed load |
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Load position |
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Formulation |
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Load (P) (kN):
|
|
Luz (L) (m):
|
|
Load distance (D) (m):
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||
Calculate
|
Results | ||
Load position |
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Formulation |
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Load (q) (kN/m):
|
|
Load distance (D) (m):
|
|
Load distance (C) (m):
|
|
Span (L) (m):
|
|
Calculate
|
Results | ||
Punctual load |
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Distributed load |
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Load position |
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Formulation |
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Load (P) (kN):
|
|
Luz (L) (m):
|
|
Load distance (D) (m):
|
|
||
Calculate
|
Results | ||
Load position |
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Formulation |
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Load (q) (kN/m):
|
|
Load distance (D) (m):
|
|
Load distance (C) (m):
|
|
Span (L) (m):
|
|
Calculate
|
Results | |
Punctual load 1st span |
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Distributed load |
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Distributed load 1st span |
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Load position |
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Formulation |
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Load (P) (kN):
|
|
Load distance (D) (m):
|
|
Span (L) (m):
|
|
||
Calculate
|
Results | ||
Load position |
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Formulation |
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Load (q) (kN/m):
|
|
||
Span (L) (m):
|
|
||
Calculate
|
Results | ||
Load position |
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Formulation |
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Load (q) (kN/m):
|
|
||
Span (L) (m):
|
|
||
Calculate
|
Results | ||
Punctual load |
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Distributed load |
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Distributed load |
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Load position |
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Formulation |
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Load (P) (kN):
|
|
Span (L) (m):
|
|
Load distance (D) (m):
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Altura del pórtico (h) (m):
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Inercia del dintel (I1) (m^4):
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Inercia del dintel (I2) (m^4):
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Calculate
|
Results | ||
Load position |
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Formulation |
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Load (q) (kN/m):
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Span (L) (m):
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Altura del pórtico (h) (m):
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Inertia of the lintel (I1) (m^4):
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Inertia of the lintel (I2) (m^4):
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Calculate
|
Results | ||
Load position |
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Formulation |
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Load (q) (kN/m):
|
|
Span (L) (m):
|
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Load distance (D) (m):
|
|
Length of the load (C) (m):
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|
Heigth of the frame (h) (m):
|
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Inertia of the lintel (I1) (m^4):
|
):
|
Inertia of the lintel (I2) (m^4):
|
):
|
||
Calculate
|
Results | |
Punctual load |
![]() |
Distributed load |
![]() |
Load position |
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Formulation |
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Load (P) (kN):
|
|
Span (L) (m):
|
|
Load distance (D) (m):
|
|
Heigth of the frame (h) (m):
|
|
Inertia of the lintel (I1) (m^4):
|
|
Inertia of the lintel (I2) (m^4):
|
|
Calculate
|
Results | |||
Load position |
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Formulation |
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Load (q) (kN/m):
|
|
Span (L) (m):
|
|
Heigth of the frame (h) (m):
|
|
Inertia of the lintel (I1) (m^4):
|
|
Inertia of the lintel (I2) (m^4):
|
|
||
Calculate
|
Results | ||