MyT Folding Steroid Truss

The MyT is a unique truss created from ultra-high strength EN AW-7003 aluminum alloy and benefits from an entirely bolted construction (no welded parts).

For ease of transportation and handling, it is equipped with 4 large robust rubber wheels that allow the truss to be moved easily in many ground conditions.

The MyT corner block is made from steel and is engineered to obtain the maximum load capacity from the truss in any configuration.

Basic information

Chords A	extruded aluminum	EN AW-7003 T6
Diagonals B	extruded aluminum	EN AW-7003 T6
Ends C	aluminum forks connector	EN AW-7003 T6
Connection system		11SMnPb37

code	ft	lbs
TF150M-30M-A	2.76 x 4.8 x 9.84	718.7 lbs
TF150M-25M-A	2.76 x 4.8 x 8.2	661.4 lbs
TF150M-20M-A	2.76 x 4.8 x 6.56	507.1 lbs
TR150-C4	4.92 x 4.92 x 4.48	2193.6 lbs

Corner block C4

weight: 2127.46 lbs

Load table

	UNIF. DISTRIBUTED LOAD			CENTER POINT LOAD			THIRD POINT LOAD			QUARTER POINT LOAD			FIFTH POINT LOAD
SPAN ft	point load lbs/ft	full load lbs	central deflection inch	point load lbs	full load lbs	central deflection inch	point load lbs	full load lbs	central deflection inch	point load lbs	full load lbs	central deflection inch	point load lbs	full load lbs	central deflection inch
6.56	5154.5	33828	0	31603	31603	0	16150	32300	0	10888	32659	0	8222	32884	0
13.12	2548.14	33446	0.01	29333	29333	0.01	15278	30546	0.01	10407	31221	0.01	7910	31625	0.01
19.69	1679.58	33064	0.03	27332	27332	0.04	14475	28950	0.04	9953	29850	0.03	7608	30434	0.03
26.25	1245.3	32704	0.07	25556	25556	0.08	13733	27467	0.08	9524	28568	0.07	7323	29288	0.07
32.81	985.01	32322	0.13	23983	23983	0.16	13046	26096	0.14	9119	27355	0.14	7049	28186	0.14
39.37	811.02	31940	0.23	22544	22544	0.25	12405	24815	0.24	8735	26208	0.23	6786	27152	0.23
45.93	687.04	31558	0.36	21241	21241	0.39	11803	23601	0.37	8368	25107	0.36	6532	26118	0.36
52.5	593.88	31176	0.54	20050	20050	0.55	11239	22477	0.53	8018	24050	0.53	6287	25152	0.53
59.06	521.27	30816	0.77	18950	18950	0.76	10706	21412	0.73	7683	23061	0.73	6053	24208	0.74
65.62	463.73	30434	1.06	17934	17934	1.00	10202	20405	0.98	7363	22088	0.98	5824	23309	0.99
72.18	416.47	30052	1.41	16990	16990	1.29	9724	19447	1.26	7056	21167	1.28	5604	22416	1.29
78.74	376.74	29670	1.83	16107	16107	1.63	9270	18539	1.60	6759	20279	1.62	5390	21562	1.64
85.31	343.18	29288	2.33	15280	15280	2.00	8836	17671	1.98	6473	19422	2.02	5183	20733	2.05
91.87	312.35	28681	2.89	14502	14502	2.43	8420	16842	2.41	6199	18598	2.46	4983	19928	2.51
98.43	282.90	27827	3.51	13767	13767	2.93	8024	16046	2.89	5934	17800	2.96	4785	19146	3.04
104.99	256.87	26972	4.21	13070	13070	3.47	7642	15284	3.43	5675	17029	3.55	4597	18384	3.63
111.55	227.41	25377	4.88	12410	12410	4.06	7276	14549	4.06	5426	16278	4.17	4410	17640	4.25
118.12	197.28	23286	5.50	11747	11747	4.68	6921	13841	4.72	5183	15552	4.84	4228	16916	4.99
124.68	171.25	21349	6.12	10764	10764	5.27	6579	13158	5.42	4949	14846	5.62	4053	16208	5.77
131.24	149.33	19571	6.83	9861	9861	5.89	6249	12499	6.20	4720	14158	6.44	3880	15518	6.63

Cantilever load table

	UNIF. DISTRIBUTED LOAD			CENTER POINT LOAD
SPAN ft	point load lbs/ft	full load lbs	central deflection inch	point load lbs	full load lbs	central deflection inch
1.64	10213.11	16759	0.00	16428	16428	0.00
3.28	5006.55	16428	0.00	15806	15806	0.00
4.92	3272.85	16112	0.00	15228	15228	0.00
6.56	2408.40	15806	0.00	14691	14691	0.01
8.20	1890.55	15511	0.01	14190	14190	0.02
9.84	1546.69	15228	0.02	13722	13722	0.04
11.48	1302.15	14954	0.02	13286	13286	0.06
13.12	1119.26	14691	0.04	12879	12879	0.08
14.76	977.47	14437	0.05	12497	12497	0.11
16.41	865.13	14190	0.07	12115	12115	0.15