SandStat.de - design software for sandwich panels

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fig. 1: language selection

fig. 2: design procedure

fig. 3: panel selection

fig. 4: definition of the static system

fig. 5: specification of the alignment and roof pitch of roof panels

fig. 6: generation of loads at roof panels

fig. 7: automatic load generation for snow loads of roof panels in accordance with DIN 1055-5 (07/2005)

fig. 8: calculation of the characteristic snow load in accordance with DIN 1055-5 (07/2005)

fig. 9: calculation of coefficient for shed roofs in accordance with DIN 1055-5 (07/2005)

fig. 10: automatic load generation for wind loads of roof panels in accordance with DIN 1055-4 (03/2005)

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fig. 11: calculation of the wind loads in accordance with DIN 1055-4 (03/2005)

fig. 12: calculation of the wind coefficient for double-pitch and hutch roofs

fig. 13: automatic load generation of temperature

fig. 14: overview before calculation

fig. 15: overview with the exploitations of each verification

fig. 16: design of screws

fig. 17: course of relevant g-times stresses at normal stresses of face layer at serviceablility limit state

fig. 18: course of evaluation of normal stresses at face layer at serviceability limit state

fig. 19: course of evaluation of deformation

fig. 20: display of existing and required support width

fig. 21: specification of the alignment of wall panels

fig. 22: generation of loads at wall panels

fig. 23: automatic load generation for wind loads of wall pannels in accordance with DIN 1055-4 (03/2005)

fig. 24: calcualtion of the wind loads in accordance with DIN 1055-4 (03/2005)

fig. 25: calculation of the wind coefficient for double-pitch and hutch roofs

fig. 26: manual load input

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