SEESL: Reaction Walls

Allowable load per strip along NUMBERED lines (based on shear)
Position	Lines	Max force				shear strength	clear span
ft		kip/ft	kN/ft	kN/m	ton/m	ton/m	ft
1	TA TB TF TG TK TL A E F J K O P	120	544	1784	182	172	9.00
3	TC TE TH TJ B D G I L N Q S	157	712	2333	238	172	9.00
5	TD TI C H M R	226	1028	3370	343	172	9.00
Allowable concentrated load PER HOLE (based on shear strength)
Position		Max force				shear strength	clear span
ft		kip	kN	kN	ton	ton/m	ft
1	TA TB TF TG TK TL A E F J K O P	239	1088	1088	111	172	9.00
3	TC TE TH TJ B D G I L N Q S	313	1423	1423	145	172	9.00
5	TD TI C H M R	452	2055	2055	210	172	9.00
Allowable concentrated load PER HOLE (based on moments)
Position			hole @	2 ft	0.61m		gross span
ft		kip	kN	kN	ton	ton-m/m	ft
1	TA TB TF TG TK TL A E F J K O P	241	1096	1096	112	165	10.00
3	TC TE TH TJ B D G I L N Q S	103	470	470	48	165	10.00
5	TD TI C H M R	87	395	395	40	165	10.00
Allowable concentrated load PER HOLE (based on punching shear)
Position		Max force				shear strength	clear span
ft		kip	kN	kN	ton	kips	ft
1	TA TB TF TG TK TL A E F J K O P	182	826	826	84	182	10.00
Allowable moment per strip along ALPHABETICAL lines (based on shear)
Position							gross span
		kip-in/ft	kip-ft/ft	kN-m/ft	ton-m/m	ton-m/m	ft
		4352	363	493	165	165	10.00
Allowable overturning moment per vertical strip
Position							gross span
		kip-in/ft	kip-ft/ft	kN-m/ft	ton-m/m	ton-m/m	ft
		13056	1088	1480	495	495	10.00
Allowable position for actuators
Size			Height from the floor			Mom.strip of holes	gross span
ton			in	ft	m	ton-m/m	ft
50			324	27.0	8.24	302	10.00
100			237	19.8	6.03	302	10.00
200			119	9.9	3.02	302	10.00
YELLOW FORCES GOVERN THE DESIGN

Reaction Walls