2600 FEDERAL AVE 2021 PORT OF EVERETT 2025-09-29

DESIGN VEHICLES CL STEER AXLE CL DRIVE AXLE THE TWO DESIGN VEHICLES ARE SHOWN ON THE IMAGE TO _ C THE RIGHT, THE CONTAINER HANDLER AND THE HS 25 TRUCK. 1 THE AXLE LOAD OF THE CONTAINER HANDLER IS MUCH LARGER THAN THE HS-25 TRUCK AND WILL CONTROL THE U LL DESIGN OF THE TRENCH DRAIN. ALL VEHICLES ARE DESIGNED 19.6]' WITH A 1.1 IMPACT FACTOR. Ps= 16K Ed=651, (INCLUDES 10%IMPACT) (INCLUDES 10%IMPACT) ft=20" Wd=51" Ls=6.1" Ld=23" qs= 131 psi qd = 112 psi TAYLOR "BIG RED" THDC-976 CONTAINER HANDLER NOTE: CONTAINER HANDLING REACH STACKERS CURRENTLY USED ON SITE ARE HYSTER RS45-36CH AND LINDE C4535TLS.THE TAYLOR THPC-976 LOADING WILL GOVERN OVER THE HYSTER AND LINDE LOADING. 0.1 W - 0.4W - 0.4W CL 0.1 W - 0AW - 0.4W CL 14'-0" 14'TO 30' W=COMBINED WEIGHT ON THE FIRST TWO AXLES WHICH IS THE SAME AS FOR THE CORRESPONDING H TRUCK. [WHEEL PERPENDICULAR TO TRENCH DRAIN HS OTE AD° '°%IMPAGTTD ABGVE 0) 25 TRUCK = (,125 x HS20) THE TRENCH FOUNDATION IS MODELED IN SAFE. THE MODEL ONLY REPRESENTS THE SLAB, SO THE FOLLOWING METHOD IS USED TO DETERMINE THE LOAD APPLIED AT THE TOP OF THE SLAB. THE WHEEL IS APPLIED ON TOP OF THE TRENCH WALL. THE LOAD IS ASSUMED TO SPREAD AT A 45 DEGREE ANGLE FROM THE BOTTOM OF THE WHEEL TO THE TOP OF THE SLAB. THIS LENGTH IS USED TO DETERMINE THE EFFECTIVE AREA WITH THE WIDTH EQUAL TO THE WIDTH OF THE TOP PORTION OF THE TRENCH. 1144-51 WHEEL LOAD IS APPLIED AS A UNIFORM AREA LOAD THAT IS THE WIDTH OF THE DRAIN (36") AND THE LENGTH OF THE 45° PROJECTED BEARING AREA (65.5"). 65.5"=(51"+7.25"*2) SURFACE PRESSURE AEFF = 65.511(36") = 2358 IN3 - EFFECTIVE AREA TO APPLY WHEEL LOAD OVER Pwheel = 65 kips - TWO WHEELS PER SIDE P2.Wheels = 130 kips SURFACE LOAD = 130KIPS/23581N2 = 55.13 PSI = 7939 PSF -TOTAL SURFACE LOAD TO BE APPLIED IN SAFE WHEEL PARALLEL TO TRENCH DRAIN THE VEHICLES CANNOT FIT MORE THAN ONE SET OF WHEELS ON THE TRENCH DRIVING PARALLEL TO THE TRENCH. THE VEHICLES DRIVING PERPENDICULAR WILL CONTROL THE DESIGN. 5