Kirk Martini's Discussions (10)

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Discussions Replied To (6)	Replies	Latest Activity
"I believe this is because Karamba accounts for shear stiffness. These beams carry a…" Kirk Martini replied Dec 8, 2017 to bending moment changes according to the size of cross-section?	11	Dec 12, 2017 Reply by popi papa
"Karamba only models a distributed element load as constant along the full length of…" Kirk Martini replied Oct 2, 2017 to Non linear line load	8	Mar 14 Reply by Jaeman PARK
"Hello: Does the beam element include the effect of shear deformations? If so, then t…" Kirk Martini replied Dec 17, 2015 to bending moment changes according to the size of cross-section?	11	Dec 12, 2017 Reply by popi papa
"Clemens, Thanks for your prompt reply. It's true that the 1.9% error is not a major…" Kirk Martini replied Sep 21, 2015 to Value for acceleration of gravity used by Karamba	3	Sep 23, 2015 Reply by karamba
"Hello: I get the following runtime error with the ggKarambaIFC component: 1. Solut…" Kirk Martini replied Dec 8, 2014 to Karamba Exporter to GSA, Robot, SAP2000, Sofistik etc	31	Mar 1, 2015 Reply by Jon Mirtschin
"I'll be happy to test for Robot. Kirk" Kirk Martini replied Nov 11, 2014 to Karamba Exporter to GSA, Robot, SAP2000, Sofistik etc	31	Mar 1, 2015 Reply by Jon Mirtschin