Question

Deduce the equations for all the nodes and calculate the load to which each element of the structure is subjected. The system of equations must be presented in an orderly manner and correctly designated. Solve the system of equations manually for the maximum load. M=cte, maximum load, m_max = 10M. NA

Help in this, node method

Answer 1

DOMS DOMS at © ARBC 3266N 326 6N 3266 N là , S4 - 301.97 B-90 23 40:13 E 40 ANI 4033 K AA Σ=0 RCD = 2299 2299 RCO RBC 2 O 2o. 91.92 ou B 64-47 6467 264.86 H RSE RA RL RASSEX 5411 Sin 25-14 + RBD sin 25 14 = RBE 13:13 5411 ON RBD + 4313 43.13 4383 4341_43.13 fy=0 BATRL = 3x3266N RAIRL = 9798 N. IMA=0 5431 Os 25 34 = RED COS25 14 RBD = 5411 SSES IR BE = 4597 RBD = 5410 at RDE (3266 x 86.26) +(3266 X 130 19) +(3266 x 174 08) = RLX 260.34 RL=4899 N RA = 4899 N RBD zfreo 5411 C0564-86 +22.90 RDE RDF RDF = 457 N. 2299 -Efx=0 ZFy=0 RABCOS 64-86 - RAC RAB sin 64-86 = 4899 RAB = 5411 N RAC 5411 Sin 6486 =RDE RDE = 4998 4899 RAC= 5411 ts (66.86) RAC = 2299 N

3266 Date DOM5 Page No 0=25.5. REG 1 E RBE 24597 RSD REF 'RDE 4.898 2 fazo RBE + REF Sin 25.53 = REG mo fy = 0 RDE == 3266 + REF COS2533 RRE= 7.686 N TREF=1808 N REG= 5376 13266 RGI. REG IRGE Efx=0 REGE RGI IRGI = 5376 N. Ify=0 RGF = 3266N) dimensionally and Structurally structure is same at both side of line GE. so same load component in nespective members.

3255 3266 3266 RGI-5376 R1C4592 B RBE 4597 E REG: 5376 I RBDP 5411 RED= 4898 gore-sty RAB- 541 IN REI= 1808 RHI= 4 898 EEDS = XH& REF=1808 Irasto RBCEO Rik=0 Ht T Rij=2299 ATRAC= 2299 C RED=2299 DROF 4597 RAH= 4597 'RH)=2299 4899 4899 N