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- Civen: PIn- Pin conme UNBROCCD Len catH a 18 ft , E- FS. = 2.5 200, o00 MPA , Fy= 248 MP A, ReARO] REQRD: * symmetRi CA I-Beam 300mm al CRTICAL slendeRnes JE loomm Rano Secnon lo. b| CRInCn Sppess Mn 4D0 mm MoDe OF PAILUne CR ID Con しOD In Kn. mwססl 300mmSelect any zero force members from the list below. `K H 6' 12 A В C D E F 30 kips 90 kips 30 kips 6 @ 15'= 90' CD DJ BL АВ AL JK ВС CK CL KL DKA ball m rotateo in acircuban path : the ball is attached to a masoless rod AB; point Ais fiked and ma2 , R= 1-5m. A+ time tso the bari, ro tating cwith angulan veloty as rad (sec. For t>o thne is am angulan acceler atuon Sao.25 ad (se. Deteamine the radino CE-) d tangen tiao Ces) forceo onthe ball att-1o sec. om O 10 motion: te velocity vct) histoy ofa pauticle m is sho wn below. Find the distnce taveled a) afte vo ecando 6) aftu is stconds c) ag ta 20 seconds r),misec 30 20 lo- LD 20 Cec)
- 5 Determine the distribution of bending moment in the frame shown in Fig. P.16.16. Ans. MB =7 wl145, Mc=8 wĽ’145. Parabolic distribution on AB, linear on BC and CD.QuesHon - ona odius of H007 200tor ve is om peSign speed [1. IS G0 kmph f=0.15 -, Calulate supereleva hon seauised if tull latesol foiCAon Bassumed to desrioped - Colu ale rallk e of f nceded it No Supes elev Dtion is ProvidedQuestion - Design Coiilol Seitien of KCC beamof on) Siz 350X7ら0 mm subiet to /ive Loid of 3UATN /n /ave lwd bf BUkN/m Cven an Supposted syom of bm Cons.det ?feeive cover of 50 mm and Moo A fe 415 Man Mom nal Sizeol ngg= 20mm 6-350 mm 350 mm 750mm fe a15 Gm W= 30kNIm
- Puiey D.E A boody wighing 4u5 N is drawn Sufoe. The Foce applied in te Olirection ot wsti n is 135 N luhile the prictivinal porce is ao N. If ture is an alr risistance whose moqutude Lin N) is oual (mis) at omy displouwt of au fime , t. abna a rauglhi to twice Hhe vilouity vjouty and te insteut ,deternine tu oy tiume t. Assume the body to steart Fron rest.4. 2. 85 KN/m Im G 3m Am 4m D 4m DETERMNE ALL BAR FORCES. N ORDE AS LeTED DELOW. AB AC 中 BC ES BD FG .L YOUR YO NAY NA30100R HUW YROTES MAJA YATIA2 BE DE GH CEA /'11 RA RB VO MO L4 D 3 Phy B Equations
- A Sarre S KN af blied 18KN apblied on rod ofcineular dechional Detrimine erars areagSmm. airessA A partiche alona a a horizontal Dath with a velo aty vary ing with fime as shown. What is the average acce fer ation of the Darticle Smls 3m += 75Un eje cilindrico hueco de acero mide 1.5 m de longitud y tiene diámetros interior y exterior iguales a 40 y 60 mm, respectivamente ¿Cuál es el máximo par de torsión que puede aplicarse al eje si el esfuerzo cortante no debe der exceder 120 МPа? mo T. 60 mm 40 mm 1.5 m В I ESP 28°C Soleado 19-1 II !!